JP2007107200A - Installation method and creation method for prefabricated pile for heat exchange, and prefabricated pile for base - Google Patents

Installation method and creation method for prefabricated pile for heat exchange, and prefabricated pile for base Download PDF

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JP2007107200A
JP2007107200A JP2005296824A JP2005296824A JP2007107200A JP 2007107200 A JP2007107200 A JP 2007107200A JP 2005296824 A JP2005296824 A JP 2005296824A JP 2005296824 A JP2005296824 A JP 2005296824A JP 2007107200 A JP2007107200 A JP 2007107200A
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heat exchange
pile
ready
made pile
pipe
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JP4712510B2 (en
Inventor
Masayuki Otsuka
雅之 大塚
Masanobu Yuzawa
正信 湯澤
Hiroshi Iizuka
宏 飯塚
Hitoshi Fukao
仁 深尾
Kentaro Sekine
賢太郎 関根
Koichi Niimura
浩一 新村
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Taisei Corp
Sanki Engineering Co Ltd
Nikken Sekkei Ltd
Kanto Gakuin School Corp
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Taisei Corp
Sanki Engineering Co Ltd
Nikken Sekkei Ltd
Kanto Gakuin School Corp
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24TGEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
    • F24T10/00Geothermal collectors
    • F24T10/10Geothermal collectors with circulation of working fluids through underground channels, the working fluids not coming into direct contact with the ground
    • F24T10/13Geothermal collectors with circulation of working fluids through underground channels, the working fluids not coming into direct contact with the ground using tube assemblies suitable for insertion into boreholes in the ground, e.g. geothermal probes
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24TGEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
    • F24T10/00Geothermal collectors
    • F24T2010/50Component parts, details or accessories
    • F24T2010/53Methods for installation
    • 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
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/10Geothermal energy

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an installation method for a prefabricated pile for heat exchange, which enables piping for heat exchange to be surely protected and fixed in the driving of the prefabricated pile by surely performing the preconstruction of the piping for heat exchange before the driving of the prefabricated pile, a creation method for the prefabricated pile for heat exchange, and the prefabricated pile for a base. <P>SOLUTION: This installation method for the prefabricated pile for heat exchange comprises: a first hanging step of sequentially paying out the piping for heat exchange on the ground side while making the piping for heat exchange positioned along the side part of the prefabricated pile for the base, along with the descent of the prefabricated pile for the base into an excavated hole, after the long wound flexible piping 3 for heat exchange, in which a folded part 4 is formed, one side of which is used for the supply of a heating medium and the other side of which is used for taking out the heating medium, is fixed to the lower end side of the side part of the prefabricated pile for the base; and a second hanging step of connecting the prefabricated pile for connection to the prefabricated pile for the base after the first hanging step, and of sequentially paying out the piping for heat exchange on the ground side while making the piping for heat exchange positioned along the side part of the connected prefabricated pile, along with the descent of the connected prefabricated pile into the excavated hole. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、熱交換用既製杭の設置方法、熱交換用既製杭の造成方法および底部用既製杭に関する。   The present invention relates to a method for installing a pre-made pile for heat exchange, a method for creating a pre-made pile for heat exchange, and a pre-made pile for bottom.

建築物の基礎として既製杭を打設する際に、地中熱を回収するための熱交換用配管を既製杭の周囲に設置することが知られている(例えば、特許文献1−4参照)。
特開2003−148079号公報 特開2003−206528号公報 特開2004−332330号公報 特開2004−333001号公報
When placing a ready-made pile as a foundation of a building, it is known to install a heat exchanging pipe around the ready-made pile for collecting underground heat (for example, see Patent Documents 1-4). .
JP 2003-148079 A JP 2003-206528 A JP 2004-332330 A JP 2004-333001 A

しかし、従来の方法では、既製杭の打設時に熱交換用配管を装着する際の熱交換用配管の保護、熱交換用配管の固定、熱交換用配管の前施工等において十分な配慮がなされておらず、そのままの施工を実施することは、困難であった。
本発明は、斯かる従来の問題点を解決するために為されたもので、その目的は、既製杭の打設前に熱交換用配管の前施工を確実に行い、既製杭の打設時に熱交換用配管の保護、固定を確実に行うことを可能とした熱交換用既製杭の設置方法、熱交換用既製杭の造成方法および底部用既製杭を提供することにある。
However, in the conventional method, sufficient consideration is given to protecting the heat exchange pipe when installing the heat exchange pipe when placing the ready-made pile, fixing the heat exchange pipe, and pre-construction of the heat exchange pipe. It was difficult to carry out the construction as it was.
The present invention was made in order to solve such a conventional problem, and its purpose is to reliably perform the pre-construction of the heat exchange pipe before placing the ready-made pile, and at the time of placing the ready-made pile An object of the present invention is to provide a method for installing a pre-made pile for heat exchange, a method for creating a pre-made pile for heat exchange, and a pre-made pile for bottom.

請求項1に係る発明は、折り返し部を形成して一方を熱媒供給用、他方を熱媒取出用としてなる長尺の巻回された可撓性を有する熱交換用配管を、底部用既製杭の側部の下端側に固定した後、前記底部用既製杭を掘削孔内に降下しながら前記熱交換用配管を該底部用既製杭の側部に沿わせつつ地上側で該熱交換用配管を順次繰り出す第一の吊り込み工程と、前記第一の吊り込み工程後に、前記底部用既製杭に接続用既製杭を接続し、前記接続された既製杭を掘削孔内に降下しながら前記熱交換用配管を該接続された既製杭の側部に沿わせつつ地上側で該熱交換用配管を順次繰り出す第二の吊り込み工程とを有することを特徴とする。   In the invention according to claim 1, a long and flexible heat exchanging pipe having a folded portion and one for heating medium supply and the other for heating medium extraction is prepared for the bottom. After fixing to the lower end side of the side portion of the pile, the heat exchanging pipe is moved along the side portion of the ready-made pile for the bottom side while lowering the ready-made pile for the bottom portion into the excavation hole. After the first suspending step of sequentially feeding the piping, and after the first suspending step, the ready-made pile for connection is connected to the ready-made pile for the bottom, and the connected ready-made pile is lowered while being lowered into the excavation hole. And a second suspending step for sequentially feeding out the heat exchange pipe on the ground side while keeping the heat exchange pipe along the side of the connected pile.

請求項2に係る発明は、請求項1記載の熱交換用既製杭の設置方法において、前記第二の吊り込み工程後に、前記接続用既製杭に次の接続用既製杭を接続し、前記接続された既製杭を掘削孔内に降下しながら前記熱交換用配管を該接続された既製杭の側部に沿わせつつ地上側で該熱交換用配管を順次繰り出す第三の吊り込み工程をさらに有し、前記掘削孔の深さに応じて、前記第三の吊り込み工程を繰り返すことを特徴とする。   The invention according to claim 2 is the installation method of the ready-made pile for heat exchange according to claim 1, wherein after the second suspension step, the ready-made pile for connection is connected to the ready-made pile for connection, and the connection A third suspending step of sequentially feeding the heat exchanging pipe on the ground side while moving the heat exchanging pipe along the side portion of the connected prefabricated pile while lowering the prepared pile into the excavation hole. And the third suspending step is repeated according to the depth of the excavation hole.

請求項3に係る発明は、請求項1記載の熱交換用既製杭の設置方法において、前記底部用既製杭は、側部の下端側の周囲に前記熱交換用配管の折り返し部を複数個有することを特徴とする。
請求項4に係る発明は、請求項1記載の熱交換用既製杭の設置方法において、前記熱交換用配管の折り返し部は、円弧形状を為し、前記底部用既製杭の先端部に固定した穴あき鋼板に固着された連結部材に保護管を介して固定してなることを特徴とする。
The invention according to claim 3 is the method of installing the ready-made pile for heat exchange according to claim 1, wherein the ready-made pile for the bottom portion has a plurality of folded portions of the pipe for heat exchange around the lower end side of the side portion. It is characterized by that.
The invention according to claim 4 is the method for installing the ready-made pile for heat exchange according to claim 1, wherein the folded portion of the heat exchange pipe has an arc shape and is fixed to the tip of the ready-made pile for the bottom portion. It is characterized by being fixed to a connecting member fixed to a perforated steel plate via a protective tube.

請求項5に係る発明は、請求項1記載の熱交換用既製杭の設置方法において、前記熱交換用配管の折り返し部は、前記底部用既製杭の先端部に固定した穴あき鋼板に番線を介して固定してなることを特徴とする。
請求項6に係る発明は、請求項1記載の熱交換用既製杭の設置方法において、前記熱交換用配管は、前記底部用既製杭の側部、前記接続用既製杭の側部に固縛部材によって固定されることを特徴とする。
The invention according to claim 5 is the method for installing the prefabricated pile for heat exchange according to claim 1, wherein the folded portion of the pipe for heat exchange is provided with a wire to the perforated steel plate fixed to the tip of the prefabricated pile for the bottom portion. It is characterized by being fixed via.
The invention according to claim 6 is the method for installing the ready-made pile for heat exchange according to claim 1, wherein the heat exchange pipe is secured to the side of the ready-made pile for the bottom and the side of the ready-made pile for connection. It is fixed by a member.

請求項7に係る発明は、請求項1記載の熱交換用既製杭の設置方法において、前記熱交換用配管は、前記底部用既製杭と前記接続用既製杭との接続時または接続後または前記接続用既製杭同士の接続時または接続後、接続部近傍にて固縛部材によって固定されることを特徴とする。
請求項8に係る発明は、請求項1ないし請求項7の何れか1項記載の熱交換用既製杭の設置方法によって前記掘削孔内に熱交換用既製杭を設置した後、前記掘削孔内にコンクリートを打設し、該熱交換用既製杭の周囲に固形コンクリート層を形成することを特徴とする。
The invention according to claim 7 is the method for installing the ready-made pile for heat exchange according to claim 1, wherein the heat exchange pipe is connected or after connection with the ready-made pile for bottom and the ready-made pile for connection or It is characterized by being fixed by a lashing member in the vicinity of the connecting portion at the time of connecting or connecting the ready-made piles for connection.
According to an eighth aspect of the present invention, the heat exchanging ready-made pile is installed in the excavation hole by the heat exchanging pre-made pile installation method according to any one of claims 1 to 7, and The concrete is casted on the surface, and a solid concrete layer is formed around the ready-made pile for heat exchange.

請求項9に係る発明は、請求項1ないし請求項4、請求項6、請求項7の何れか1項記載の熱交換用既製杭の設置方法に用いる底部用既製杭において、先端部に固定された穴あき鋼板と、前記穴あき鋼板に固定された連結部材と、円弧形状を為すとともに下部円弧側に円弧形状に形成された保護管を有し、該保護管を介して前記連結部材に固定された長尺の巻回された可撓性を有する熱交換用配管とを備えることを特徴とする。   The invention which concerns on Claim 9 is fixed to the front-end | tip part in the ready-made pile for bottom parts used for the installation method of the ready-made pile for heat exchange of any one of Claim 1 thru | or 4, 6 and 7 A perforated steel plate, a connecting member fixed to the perforated steel plate, and a protective tube that has an arc shape and is formed in an arc shape on the lower arc side, and is connected to the connecting member via the protective tube. It comprises a fixed long wound flexible heat exchange pipe.

本発明によれば、巻回された熱交換用配管を往復一対のものとして準備し、既製杭に随時固定していくことで、施工が容易である。また、巻回された熱交換用配管の折り返し部を保護することにより、熱交換用配管の変形や破損の防止を防止するとともに、コンクリート打設時の摩擦抵抗を大幅に低減することができる。   According to this invention, construction is easy by preparing the wound heat exchange piping as a reciprocating pair and fixing it to a ready-made pile at any time. Further, by protecting the folded portion of the wound heat exchange pipe, it is possible to prevent the heat exchange pipe from being deformed or damaged, and to greatly reduce the frictional resistance when placing concrete.

以下、本発明を図面に示す実施形態に基づいて説明する。
図1〜図15は、本発明の一実施形態に係る熱交換用既製杭の設置方法、熱交換用既製杭の造成方法および底部用既製杭を示す。本実施形態では、3つの既製杭を接続して熱交換用既製杭を設置する場合について手順1−11に従って説明する。なお、既製杭としては、鋼管杭とコンクリート杭とがある。本実施形態においては、鋼管杭について説明するが、コンクリート杭でも良い。
Hereinafter, the present invention will be described based on embodiments shown in the drawings.
FIGS. 1-15 shows the installation method of the ready-made pile for heat exchange which concerns on one Embodiment of this invention, the preparation method of the ready-made pile for heat exchange, and the ready-made pile for bottom parts. In this embodiment, a case where three ready-made piles are connected and a ready-made pile for heat exchange is installed will be described according to Procedure 1-11. The ready-made piles include steel pipe piles and concrete piles. In this embodiment, a steel pipe pile will be described, but a concrete pile may be used.

(手順1)
図1に示すように、下杭(底部用鋼管杭)2Aの建て込み前において、下杭2Aを周知の方法によって吊り下げ、地上側において、下杭2Aの側部の下端側の周囲4箇所に、例えば掘削孔1の2倍以上の長さを有する長尺の巻回された可撓性の熱交換用配管3を、折り返し部4を形成して一方を熱媒供給用、他方を熱媒取出用として固定する。その後、図1に示すように、周知の方法によって掘削された掘削孔1上に、下杭2Aを周知の方法によって吊り下げる。
(Procedure 1)
As shown in FIG. 1, before the lower pile (bottom steel pipe pile) 2A is built, the lower pile 2A is suspended by a well-known method, and on the ground side, four places around the lower end side of the side portion of the lower pile 2A For example, a long and flexible flexible heat exchanging pipe 3 having a length twice as long as that of the excavation hole 1 is formed by forming a folded portion 4, one for heating medium supply and the other for heating. Fix for media removal. Then, as shown in FIG. 1, the lower pile 2A is suspended by a well-known method on the excavation hole 1 excavated by a well-known method.

ここで、各折り返し部4は、図2、図3、図4に示すように、円形状を為し、下側の円弧部分に円弧形状に成形されたSUS製フレキシブル管からなる保護管5を被覆し、その上をビニールテープを巻き付けている。この保護管5の部分には、下杭2Aの先端部2aに固定した穴あき鋼板6に固着された連結部材7が固定されている。連結部材7は、保護管5に取り付けられるU字管7aと、穴あき鋼板6に固定される平板7bと、U字管7aと平板7bとを連結するボルト7cとで構成されている。また、各折り返し部4の上側は、PPバンドからなる固縛部材8によって下杭2Aに固縛されている。   Here, as shown in FIGS. 2, 3, and 4, each folded portion 4 has a circular shape, and a protective tube 5 made of a SUS flexible tube formed into an arc shape in the lower arc portion. It is covered and wrapped with vinyl tape. A connecting member 7 fixed to a perforated steel plate 6 fixed to the tip 2a of the lower pile 2A is fixed to the protective tube 5 portion. The connecting member 7 includes a U-shaped tube 7a attached to the protective tube 5, a flat plate 7b fixed to the perforated steel plate 6, and a bolt 7c for connecting the U-shaped tube 7a and the flat plate 7b. Further, the upper side of each folded portion 4 is secured to the lower pile 2A by a securing member 8 made of a PP band.

熱交換用配管3としては、例えば、中空の内装ポリエチレン(高耐熱PE)の外周に変成ポリエチレン層(接着層)を介してアルミニウム補強層を積層し、さらにアルミニウム補強層の外周に変成ポリエチレン層(接着層)を介して外装ポリエチレン(高密度PE)を積層してなる長尺の可撓性を有するポリエチレン製管(例えば、積水化学工業株式会社製スーパーエスロメタックス)を使用した。   As the heat exchange pipe 3, for example, an aluminum reinforcing layer is laminated on the outer periphery of a hollow interior polyethylene (high heat-resistant PE) via a modified polyethylene layer (adhesive layer), and a modified polyethylene layer ( A long flexible polyethylene pipe (for example, Super Eslometax manufactured by Sekisui Chemical Co., Ltd.) obtained by laminating exterior polyethylene (high density PE) via an adhesive layer) was used.

そして、熱交換用配管3には、熱電対9が取り付けられている。その取付手順を図5に基づいて説明する。
先ず、図5(a)に示すように、ロール状に巻回された例えば長さ50m、巻き径1mの熱交換用配管3を、図5(b)に示すように、伸ばす。次に、図5(c)に示すように、熱交換用配管3を25m程度伸ばしたところで、SUS製フレキシブル管5aを20mの位置まで入れる。次に、図5(d)に示すように、150φの塩ビ管5bをベンダー代わりにしてSUS製フレキシブル管5aとともに曲げる。次に、図5(e)に示すように、残りの半分の熱交換用配管3を伸ばす。次に、図5(f)(g)に示すように、熱電対9とその配線9aを熱交換用配管3の内側に配し、その上にアルミニウムテープ10を貼り、アルミニウムテープ10の上に締付リング11(例えば、インシュロック(商品名))で固定し、さらにビニールテープ12を巻き付けて固定する。円弧形状に成形されたSUS製フレキシブル管からなる保護管5には、コーキングが施される。次に、図5(h)(i)に示すように、熱交換用配管3を例えば巻き径1.5mのロール状に巻き取る。
A thermocouple 9 is attached to the heat exchange pipe 3. The attachment procedure will be described with reference to FIG.
First, as shown in FIG. 5A, the heat exchange pipe 3 having a length of, for example, 50 m and a winding diameter of 1 m wound in a roll shape is stretched as shown in FIG. 5B. Next, as shown in FIG. 5C, when the heat exchanging pipe 3 is extended by about 25 m, the SUS flexible pipe 5a is inserted to a position of 20 m. Next, as shown in FIG. 5 (d), the 150φ PVC pipe 5b is bent together with the SUS flexible pipe 5a instead of the bender. Next, as shown in FIG. 5E, the remaining half of the heat exchange pipe 3 is extended. Next, as shown in FIGS. 5 (f) and 5 (g), the thermocouple 9 and its wiring 9 a are arranged inside the heat exchange pipe 3, and an aluminum tape 10 is pasted thereon, and the aluminum tape 10 is placed on the aluminum tape 10. It is fixed with a tightening ring 11 (for example, Insulok (trade name)), and further, a vinyl tape 12 is wound around and fixed. The protective tube 5 made of a SUS flexible tube formed into an arc shape is subjected to caulking. Next, as shown in FIGS. 5 (h) and (i), the heat exchange pipe 3 is wound into a roll having a winding diameter of 1.5 m, for example.

(手順2)
図6に示すように、下杭2Aを掘削孔1内に降下しながら4組の熱交換用配管3からなる熱交換用配管ロール3A,3B,3C,3Dを操作して下杭2Aの側壁に沿って熱交換用配管3を順次繰り出し、例えば、3mの位置でPPバンドからなる固縛部材8によって下杭2Aに熱交換用配管3を固縛し、さらに下杭2Aを掘削孔1内に降下しながら熱交換用配管ロール3A,3B,3C,3Dを操作して熱交換用配管3を下杭2Aの側壁に沿って順次繰り出す。
(Procedure 2)
As shown in FIG. 6, while lowering the lower pile 2A into the excavation hole 1, the side walls of the lower pile 2A are operated by operating the heat exchange pipe rolls 3A, 3B, 3C, 3D comprising the four heat exchange pipes 3 The heat exchanging pipe 3 is sequentially fed out along, for example, the heat exchanging pipe 3 is secured to the lower pile 2A by a securing member 8 made of a PP band at a position of 3 m, and the lower pile 2A is further inserted into the excavation hole 1 The heat exchange pipe rolls 3A, 3B, 3C, and 3D are operated while descending, and the heat exchange pipe 3 is sequentially fed out along the side wall of the lower pile 2A.

(手順3)
図7に示すように、下杭2Aが所定深度降下したら、図8に示すように、下杭2Aを杭受け装置15にて支持し、中杭(接続用鋼管杭)2Bを周知の方法によって吊り下げ、周知の方法により下杭2Aに中杭2Bを接合部16において溶接などにより接合する。
(手順4)
図9に示すように、中杭2Bを周知の方法によって吊り上げ、中杭2Bの吊り上げに伴って吊り上げられる下杭2Aが杭受け装置15から離れる位置まで上昇させ、杭受け装置15を撤去する。
(Procedure 3)
As shown in FIG. 7, when the lower pile 2 </ b> A descends by a predetermined depth, as shown in FIG. 8, the lower pile 2 </ b> A is supported by the pile receiving device 15, and the middle pile (connecting steel pipe pile) 2 </ b> B is obtained by a known method. The middle pile 2B is joined to the lower pile 2A by welding or the like at the joint 16 by hanging and a well-known method.
(Procedure 4)
As shown in FIG. 9, the middle pile 2 </ b> B is lifted by a known method, and the lower pile 2 </ b> A lifted along with the lifting of the middle pile 2 </ b> B is lifted to a position away from the pile receiving device 15, and the pile receiving device 15 is removed.

(手順5)
図10に示すように、下杭2Aに接続した中杭2Bを周知の方法により掘削孔1内に降下しながら熱交換用配管ロール3A,3B,3C,3Dを操作して熱交換用配管3を中杭2Bの側壁に沿って順次繰り出し、例えば、3mの位置でPPバンドからなる固縛部材8によって中杭2Bに熱交換用配管3を固縛し、さらに下杭2Aに接続した中杭2Bを掘削孔1内に降下しながら熱交換用配管ロール3A,3B,3C,3Dを操作して熱交換用配管3を中杭2Bの側壁に沿って順次繰り出す。
(Procedure 5)
As shown in FIG. 10, the heat exchanging pipe 3 is operated by operating the heat exchanging pipe rolls 3A, 3B, 3C, 3D while lowering the middle pile 2B connected to the lower pile 2A into the excavation hole 1 by a known method. The intermediate piles 2B are successively fed out along the side wall of the intermediate pile 2B, for example, the heat exchanging pipe 3 is secured to the intermediate pile 2B by a securing member 8 made of a PP band at a position of 3 m, and further connected to the lower pile 2A The heat exchange pipe rolls 3A, 3B, 3C, and 3D are operated while the 2B is lowered into the excavation hole 1, and the heat exchange pipe 3 is sequentially fed out along the side wall of the middle pile 2B.

(手順6)
図11に示すように、下杭2Aに接続された中杭2Bが所定深度降下したら、手順3と同様に、中杭2Bを杭受け装置15にて支持し、上杭(接続用鋼管杭)2Cを周知の方法によって吊り下げ、周知の方法により中杭2Bに上杭2Cを接合部17において溶接などにより接合する。
(Procedure 6)
As shown in FIG. 11, when the middle pile 2B connected to the lower pile 2A descends by a predetermined depth, the middle pile 2B is supported by the pile receiving device 15 in the same manner as the procedure 3, and the upper pile (steel pipe pile for connection) 2C is suspended by a known method, and the upper pile 2C is joined to the middle pile 2B by welding or the like at the joint 17 by a known method.

(手順7)
図12に示すように、上杭2Cを周知の方法によって吊り上げ、上杭2Cの吊り上げに伴って吊り上げられる中杭2Bが杭受け装置15から離れる位置まで上昇させ、杭受け装置15を撤去する。
(手順8)
図13に示すように、中杭2Bに接続した上杭2Cを周知の方法により掘削孔1内に降下しながら熱交換用配管ロール3A,3B,3C,3Dを操作して熱交換用配管3を上杭2Cの側壁に沿って順次繰り出し、例えば、3mの位置でPPバンドからなる固縛部材8によって上杭2Cに熱交換用配管3を固縛し、さらに下杭2Aに接続した中杭2Bに接続した上杭2Cを掘削孔1内に降下しながら熱交換用配管ロール3A,3B,3C,3Dを操作して熱交換用配管3を上杭2Cの側壁に沿って順次繰り出す。そして、下杭2Aが掘削孔1の孔底1aに達したところで、接続杭の降下を停止し、周知の吊り下げ装置を取り外す。
(Procedure 7)
As shown in FIG. 12, the upper pile 2 </ b> C is lifted by a well-known method, the middle pile 2 </ b> B lifted along with the lifting of the upper pile 2 </ b> C is raised to a position away from the pile receiving device 15, and the pile receiving device 15 is removed.
(Procedure 8)
As shown in FIG. 13, the heat exchange pipe 3 is operated by operating the heat exchange pipe rolls 3A, 3B, 3C, 3D while lowering the upper pile 2C connected to the middle pile 2B into the excavation hole 1 by a known method. The intermediate pile connected to the lower pile 2A, with the heat exchange pipe 3 secured to the upper pile 2C by a securing member 8 made of a PP band at a position of 3 m, for example. While lowering the upper pile 2C connected to 2B into the excavation hole 1, the heat exchange pipe rolls 3A, 3B, 3C, 3D are operated to sequentially feed out the heat exchange pipe 3 along the side wall of the upper pile 2C. Then, when the lower pile 2A reaches the hole bottom 1a of the excavation hole 1, the lowering of the connection pile is stopped, and the well-known suspension device is removed.

(手順9)
図14に示すように、4組の熱交換用配管3をそれぞれ水圧テスト装置に連絡し、所定の水圧テストを行う。
(手順10)
図15に示すように、熱電対9の配線9aを熱電対測定器に接続し、各熱電対9の測定値を計測する。
(Procedure 9)
As shown in FIG. 14, each of the four heat exchange pipes 3 is connected to a water pressure test device, and a predetermined water pressure test is performed.
(Procedure 10)
As shown in FIG. 15, the wiring 9a of the thermocouple 9 is connected to a thermocouple measuring instrument, and the measured value of each thermocouple 9 is measured.

(手順11)
手順8にて建て込まれた接続杭と掘削孔1との間にコンクリートを打設し、固形コンクリート層を形成する。コンクリート打設時に、下杭2Aの穴あき鋼板6の穴から空気が接続杭内に流入する。
以上のように、本実施形態によれば、下杭2Aの建て込み前の段階で、下杭2Aの側部の下端側の周囲4箇所に固定される熱交換用配管3の折り返し部4が、その下側の円弧部分に円弧形状に成形されたSUS製フレキシブル管からなる保護管5を被覆し、その上をビニールテープを巻き付けた状態で予め形成されているので、手順1においては、この保護管5の部分を下杭2Aの先端部2aに固定した穴あき鋼板6に固着された連結部材7に固定する作業を行うだけで、熱交換用配管3の折り返し部4を下杭2Aに確実に固定することができる。このように確実に固定された熱交換用配管3の折り返し部4は、下杭2Aに対する組付作業手順11におけるコンクリート打設時にセメントミルク、砂、石および礫などとの摩擦によって発生する熱交換用配管3の変形や破損を防ぐことができる。また、下杭2Aの外径と掘削孔1の内径とは、地中熱を回収するためには、離れていないことが望ましい。本実施形態では、下杭2Aの外側に位置する熱交換用配管3が下杭2Aの降下時に掘削孔1にぶつかるとかに下杭2Aの降下に支障が出るなどの不具合がない限り間隔を小さくすることができる。
(Procedure 11)
Concrete is laid between the connection pile built in step 8 and the excavation hole 1 to form a solid concrete layer. At the time of placing concrete, air flows into the connection pile from the hole in the perforated steel plate 6 of the lower pile 2A.
As described above, according to the present embodiment, at the stage before the lower pile 2A is built, the folded portion 4 of the heat exchanging pipe 3 fixed to the four surroundings on the lower end side of the side portion of the lower pile 2A is provided. Since the lower arc portion is covered with a protective tube 5 made of a SUS flexible tube formed in an arc shape, and is formed in advance with a vinyl tape wrapped around it, By simply fixing the portion of the protective tube 5 to the connecting member 7 fixed to the perforated steel plate 6 fixed to the tip 2a of the lower pile 2A, the folded portion 4 of the heat exchange pipe 3 is attached to the lower pile 2A. It can be fixed securely. The folded portion 4 of the heat exchanging pipe 3 securely fixed in this way is heat exchange generated by friction with cement milk, sand, stones, gravel and the like when the concrete is placed in the assembly work procedure 11 for the lower pile 2A. The deformation and breakage of the piping 3 can be prevented. In addition, it is desirable that the outer diameter of the lower pile 2A and the inner diameter of the excavation hole 1 are not separated in order to recover the underground heat. In this embodiment, the interval is reduced as long as there is no problem such as if the heat exchanging pipe 3 located outside the lower pile 2A hits the excavation hole 1 when the lower pile 2A is lowered, or if the lower pile 2A is lowered. can do.

次に、手順2においては、4組も熱交換用配管3が、図5に示すように、巻き取られているので、熱交換用配管ロール3A,3B,3C,3Dを操作して下杭2Aを掘削孔1内に降下しながら下杭2Aの側壁に沿って順次繰り出すことができる。また、手順1では、折り返し部4の上部側の熱交換用配管3をPPバンドからなる固縛部材8によって下杭2Aに固縛しているので、手順2による建て込み時に4組の熱交換用配管3が下杭2Aに沿って降下することができる。また、例えば、3mの位置でPPバンドからなる固縛部材8によって下杭2Aに熱交換用配管3を固縛しているので、熱交換用配管3の繰り出しによって、折り返し部4と固縛部材8との間に位置する熱交換用配管3が影響を受けることなく下杭2Aとともに降下していく。従って、下杭2Aの降下と熱交換用配管3の繰り出しを同期して行うことによって、下杭2Aの側部に熱交換用配管3を沿わせた状態での建て込みが可能となる。   Next, in the procedure 2, since four sets of heat exchange pipes 3 are wound up as shown in FIG. 5, the heat pile pipe rolls 3A, 3B, 3C, 3D are operated to lower piles. 2A can be sequentially fed out along the side wall of the lower pile 2A while being lowered into the excavation hole 1. Further, in the procedure 1, the heat exchanging pipe 3 on the upper side of the folded portion 4 is secured to the lower pile 2A by the securing member 8 made of PP band. The piping 3 can be lowered along the lower pile 2A. Further, for example, the heat exchanging pipe 3 is secured to the lower pile 2A by the securing member 8 made of a PP band at a position of 3 m. The heat exchanging pipe 3 positioned between the lower pile 2 and the lower pile 2A is lowered without being affected. Therefore, by lowering the lower pile 2A and feeding the heat exchanging pipe 3 in synchronism, it is possible to build the heat exchanging pipe 3 along the side of the lower pile 2A.

次に、手順3においては、下杭2Aの長さ分(例えば、6−8m)の建て込みを終えたら、下杭2Aの頭部側に杭受け装置15を取り付けることによって、下杭2Aに中杭2Bを溶接などによって接合できる。この際、杭受け装置15には、4組の熱交換用配管3が位置する側面ではない別の側面に設けた3つのキャンバー15aで下杭2Aを支持することができる。従って、長尺の4組の熱交換用配管3が下杭2Aの側壁に沿っていても支障はない。また、接合部16の上部側の熱交換用配管3をPPバンドからなる固縛部材8によって中杭2Bに固縛しているので、手順5による建て込み時に4組の熱交換用配管3が中杭2Bに沿って降下することができる。   Next, in the procedure 3, after the construction of the length of the lower pile 2A (for example, 6-8 m) is finished, the pile receiving device 15 is attached to the head side of the lower pile 2A to attach the lower pile 2A to the lower pile 2A. The intermediate pile 2B can be joined by welding or the like. At this time, the pile receiving device 15 can support the lower pile 2 </ b> A with three cambers 15 a provided on another side surface that is not the side surface on which the four heat exchange pipes 3 are located. Accordingly, there is no problem even if the four long heat exchange pipes 3 are along the side wall of the lower pile 2A. Moreover, since the heat exchanging pipe 3 on the upper side of the joint portion 16 is secured to the intermediate pile 2B by the securing member 8 made of PP band, four sets of heat exchanging pipes 3 are formed at the time of installation in the procedure 5. It can descend along the middle pile 2B.

次に、手順4においては、中杭2Bの中杭2Bを吊り上げて下杭2Aを杭受け装置15から離し、杭受け装置15を撤去する。この際、熱交換用配管3は、固縛部材8によって固縛されているので、下杭2Aおよび中杭2Bから離れることなく下杭2Aおよび中杭2Bの側壁に沿った状態に保持されている。しかも、熱交換用配管3は、可撓性を有するので、図9に示すように、中杭2Bおよび下杭2Aの動きに伴って追従し、折れ曲がるようなことはない。   Next, in the procedure 4, the middle pile 2B of the middle pile 2B is lifted, the lower pile 2A is separated from the pile receiving device 15, and the pile receiving device 15 is removed. At this time, since the heat exchange pipe 3 is secured by the securing members 8, the heat exchange pipe 3 is held in a state along the side walls of the lower pile 2A and the intermediate pile 2B without leaving the lower pile 2A and the intermediate pile 2B. Yes. Moreover, since the heat exchanging pipe 3 has flexibility, as shown in FIG. 9, the heat exchanging pipe 3 follows the movement of the middle pile 2B and the lower pile 2A and does not bend.

次に、手順5においては、手順2と同様に、4組の熱交換用配管3を熱交換用配管ロール3A,3B,3C,3Dを操作して下杭2Aおよび中杭2Bの降下に伴って順次繰り出すことができる。
次に、手順6においては、手順3と同様に、中杭2Bに上杭2Cを接合することができる。
Next, in the procedure 5, as in the procedure 2, the four sets of heat exchange pipes 3 are operated by operating the heat exchange pipe rolls 3A, 3B, 3C, 3D, and the lower pile 2A and the middle pile 2B are lowered. Can be fed out sequentially.
Next, in the procedure 6, similarly to the procedure 3, the upper pile 2C can be joined to the middle pile 2B.

次に、手順7においては、手順4と同様に、上杭2Cを吊り上げて中杭2Bを杭受け装置15から離し、杭受け装置15を撤去することができる。
次に、手順8においては、手順5と同様に、4組の熱交換用配管3を熱交換用配管ロール3A,3B,3C,3Dを操作して下杭2A、中杭2Bおよび上杭2Cの降下に伴って順次繰り出すことができる。
Next, in the procedure 7, similarly to the procedure 4, the upper pile 2C is lifted, the middle pile 2B is separated from the pile receiving device 15, and the pile receiving device 15 can be removed.
Next, in the procedure 8, similarly to the procedure 5, the four sets of heat exchange pipes 3 are operated by operating the heat exchange pipe rolls 3A, 3B, 3C, 3D, and the lower pile 2A, the middle pile 2B, and the upper pile 2C. It can be fed out sequentially with the descent.

次に、手順9においては、熱交換用配管3が接続された杭(下杭2A、中杭2B、上杭2C)に沿って掘削孔1の上方に延出しているので、水圧テストを行うことができる。
次に、手順10においては、熱交換用配管3が接続された杭(下杭2A、中杭2B、上杭2C)に沿って掘削孔1の上方に延出しているので、熱電対9の測定を行うことができる。
Next, in the procedure 9, since it extends above the excavation hole 1 along the pile (the lower pile 2A, the middle pile 2B, the upper pile 2C) to which the heat exchange pipe 3 is connected, a water pressure test is performed. be able to.
Next, in the procedure 10, since it extends above the excavation hole 1 along the pile (the lower pile 2A, the middle pile 2B, and the upper pile 2C) to which the heat exchange pipe 3 is connected, Measurements can be made.

次に、手順11においては、熱交換用配管3は折り返し部4が下杭2Aの下端部側に固定され、下杭2A、中杭2Bおよび上杭2Cの側部に沿って複数の固縛部材8によって固縛され、かつ下杭2A、中杭2Bおよび上杭2Cの側部に沿って掘削孔1の上方に延出しているので、コンクリート打設時にセメントミルク、砂、石および礫などとの摩擦によって発生する熱交換用配管3の変形や破損を防ぐことができる。このようにして造成された熱交換用鋼管杭は、掘削孔1の内壁との距離を小さくできるので、地中熱を効果的に回収することが可能となる。   Next, in the procedure 11, the folded portion 4 of the heat exchange pipe 3 is fixed to the lower end side of the lower pile 2A, and a plurality of lashes are formed along the side portions of the lower pile 2A, the middle pile 2B, and the upper pile 2C. Since it is secured by the member 8 and extends above the excavation hole 1 along the sides of the lower pile 2A, the middle pile 2B, and the upper pile 2C, cement milk, sand, stones, gravel, etc. at the time of concrete placement It is possible to prevent deformation and breakage of the heat exchanging pipe 3 caused by friction with the heat exchanger. Since the steel pipe pile for heat exchange created in this way can reduce the distance from the inner wall of the excavation hole 1, it is possible to effectively recover the underground heat.

なお、上記実施形態では、熱交換用配管3として、ポリエチレン製管(例えば、積水化学工業株式会社製スーパーエスロメタックス)を使用した場合について説明したが、図16、17に示すように、高密度ポリエチレン製のチューブ(例えば、イノアックコーポレーション製Uチューブ)でもよい。このチューブからなる熱交換用配管3には、熱電対9が取り付けられている。その取付手順を図16に基づいて説明する。   In the above embodiment, a case where a polyethylene pipe (for example, Super Ethromex made by Sekisui Chemical Co., Ltd.) is used as the heat exchanging pipe 3 has been described. However, as shown in FIGS. A tube made of density polyethylene (for example, a U tube manufactured by Inoac Corporation) may be used. A thermocouple 9 is attached to the heat exchange pipe 3 made of this tube. The attachment procedure will be described with reference to FIG.

先ず、図16(a)に示すように、ロール巻きされた例えば長さ20m、巻き径2mの熱交換用配管3を、図16(b)に示すように、伸ばす。次に、図16(c)に示すように、熱交換用配管3のU字型の折り返し部4に、熱電対9とその配線9aを熱交換用配管3の内側に配し、その上にアルミニウムテープ10を貼り、アルミニウムテープ10の上に締付リング11(例えば、インシュロック(商品名))で固定し、さらにビニールテープ12を巻き付けて固定する。次に、図16(d)(e)に示すように、熱交換用配管3を例えば巻き径2mのロール状に巻き取る。   First, as shown in FIG. 16 (a), the heat-exchanged pipe 3 having a length of 20 m and a winding diameter of 2 m, for example, rolled is stretched as shown in FIG. 16 (b). Next, as shown in FIG. 16 (c), a thermocouple 9 and its wiring 9a are arranged inside the heat exchange pipe 3 in the U-shaped folded portion 4 of the heat exchange pipe 3, and on the The aluminum tape 10 is affixed, fixed on the aluminum tape 10 with a tightening ring 11 (for example, insulation lock (trade name)), and further wrapped with a vinyl tape 12 and fixed. Next, as shown in FIGS. 16D and 16E, the heat exchange pipe 3 is wound into a roll having a winding diameter of 2 m, for example.

図16に示す熱交換用配管3を用いる場合には、図17に示すように、各折り返し部4には、下杭2Aの先端部2aに固定した穴あき鋼板6に固着された平板7aに番線7dを介して結束されている。また、各折り返し部4の上側は、PPバンドからなる固縛部材8によって下杭2Aに固縛されている。
また、上記実施形態では、3つの鋼管杭(下杭2A、中杭2B、上杭2C)を用いた場合について説明したが、本発明はこれに限らず、接続される鋼管杭は1本以上であれば良く、その接続本数は用途目的によって適宜選択することができる。
When the heat exchange pipe 3 shown in FIG. 16 is used, as shown in FIG. 17, each folded portion 4 is attached to a flat plate 7a fixed to a perforated steel plate 6 fixed to the tip 2a of the lower pile 2A. They are bundled through a wire 7d. Further, the upper side of each folded portion 4 is secured to the lower pile 2A by a securing member 8 made of a PP band.
Moreover, although the said embodiment demonstrated the case where three steel pipe piles (lower pile 2A, middle pile 2B, upper pile 2C) were used, this invention is not restricted to this, One or more steel pipe piles are connected. The number of connections may be appropriately selected according to the purpose of use.

また、上記実施形態では、4本の熱交換用配管3を90度間隔で配置した場合について説明したが、本発明は、これに限らず、熱交換用配管3を任意の角度で鋼管杭の周囲に配置することができる。   Moreover, although the said embodiment demonstrated the case where the four heat exchange piping 3 was arrange | positioned at intervals of 90 degree | times, this invention is not limited to this, The pipe 3 for heat exchange is an arbitrary angle of a steel pipe pile. Can be placed around.

下杭(底部用鋼管杭)2の建て込み前の状態を示す説明図である。It is explanatory drawing which shows the state before construction of the lower pile (steel pipe pile for bottom parts) 2. FIG. 熱交換用配管3の平面図である。It is a top view of the piping 3 for heat exchange. 下杭2Aの断面図である。It is sectional drawing of 2 A of lower piles. 下杭2Aの下端部側の側面図である。It is a side view by the side of the lower end part of lower pile 2A. 熱交換用配管3の組立手順を示す説明図である。It is explanatory drawing which shows the assembly procedure of the piping 3 for heat exchange. 下杭2Aの建て込み状態を示す説明図である。It is explanatory drawing which shows the erection state of lower pile 2A. 下杭2Aに中杭(接続用鋼管杭)2Bを接続する状態を示す説明図である。It is explanatory drawing which shows the state which connects the middle pile (steel pipe pile for a connection) 2B to 2 A of lower piles. 杭受け装置の説明図である。It is explanatory drawing of a pile receiver. 杭受け装置15を撤去する状態を示す説明図せある。It is explanatory drawing which shows the state which removes the pile receiving apparatus 15. FIG. 下杭2Aに中杭2Bを接続した接続杭の建て込み状態を示す説明図である。It is explanatory drawing which shows the built-in state of the connection pile which connected the middle pile 2B to 2 A of lower piles. 中杭2Bに上杭(接続用鋼管杭)2Cを接続する状態を示す説明図である。It is explanatory drawing which shows the state which connects the upper pile (steel pipe pile for connection) 2C to the middle pile 2B. 杭受け装置15を撤去する状態を示す説明図である。It is explanatory drawing which shows the state which removes the pile receiving apparatus. 下杭2Aに接続した中杭2Bに上杭2Cを接続した接続杭の建て込み状態を示す説明図である。It is explanatory drawing which shows the built-in state of the connection pile which connected the upper pile 2C to the middle pile 2B connected to 2 A of lower piles. 熱交換用配管3の水圧テストを行う状態を示す説明図である。It is explanatory drawing which shows the state which performs the water pressure test of the piping 3 for heat exchange. 熱交換用配管3に設けた熱電対9のテストを行う状態を示す説明図である。It is explanatory drawing which shows the state which performs the test of the thermocouple 9 provided in the piping 3 for heat exchange. 熱交換用配管3の組立手順を示す説明図である。It is explanatory drawing which shows the assembly procedure of the piping 3 for heat exchange. 別の熱交換用配管3を用いた場合の下杭2Aの下端部側の側面図である。It is a side view by the side of the lower end part of lower pile 2A at the time of using another piping 3 for heat exchange.

符号の説明Explanation of symbols

1 掘削孔
2A 下杭(底部用鋼管杭)
2B 中杭(接続用鋼管杭)
2C 上杭(接続用鋼管杭)
3 熱交換用配管
3A,3B,3C,3D 熱交換用配管ロール
4 折り返し部
5 保護管
6 穴あき鋼板
7 連結部材
8 固縛部材
15 杭受け装置
16,17 接合部
1 Drilling hole 2A Lower pile (steel pipe pile for bottom)
2B Medium pile (steel pipe pile for connection)
2C upper pile (steel pipe pile for connection)
3 Heat exchange pipes 3A, 3B, 3C, 3D Heat exchange pipe rolls 4 Turn-up part 5 Protective pipe 6 Perforated steel sheet 7 Connecting member 8 Secure member 15 Pile receiving device 16, 17 Joint part

Claims (9)

折り返し部を形成して一方を熱媒供給用、他方を熱媒取出用としてなる長尺の巻回された可撓性を有する熱交換用配管を、底部用既製杭の側部の下端側に固定した後、前記底部用既製杭を掘削孔内に降下しながら前記熱交換用配管を該底部用既製杭の側部に沿わせつつ地上側で該熱交換用配管を順次繰り出す第一の吊り込み工程と、
前記第一の吊り込み工程後に、前記底部用既製杭に接続用既製杭を接続し、前記接続された既製杭を掘削孔内に降下しながら前記熱交換用配管を該接続された既製杭の側部に沿わせつつ地上側で該熱交換用配管を順次繰り出す第二の吊り込み工程と
を有することを特徴とする熱交換用既製杭の設置方法。
A long and flexible heat exchanging pipe having a folded portion and one for heat medium supply and the other for heat medium removal is attached to the lower end side of the side of the ready-made pile for the bottom. After fixing, the first suspension for sequentially feeding out the heat exchange pipe on the ground side while moving the heat exchange pipe along the side of the ready pile for bottom while lowering the ready pile for bottom into the excavation hole Process,
After the first suspending step, the ready-made pile for connection is connected to the ready-made pile for the bottom, and the pipe for heat exchange is connected to the ready-made pile while the connected ready-made pile is lowered into the excavation hole. A second suspension step of sequentially drawing out the heat exchange pipe on the ground side along the side, and a method for installing a prefabricated pile for heat exchange.
請求項1記載の熱交換用既製杭の設置方法において、
前記第二の吊り込み工程後に、前記接続用既製杭に次の接続用既製杭を接続し、前記接続された既製杭を掘削孔内に降下しながら前記熱交換用配管を該接続された既製杭の側部に沿わせつつ地上側で該熱交換用配管を順次繰り出す第三の吊り込み工程をさらに有し、
前記掘削孔の深さに応じて、前記第三の吊り込み工程を繰り返す
ことを特徴とする熱交換用既製杭の設置方法。
In the installation method of the ready-made pile for heat exchange of Claim 1,
After the second suspension step, the ready-made pile for connection is connected to the ready-made pile for connection, and the ready-made pile connected to the heat exchange pipe is lowered while the connected ready-made pile is lowered into the excavation hole. A third hoisting step of sequentially feeding out the heat exchange pipe on the ground side along the side of the pile;
The method for installing a ready-made pile for heat exchange, wherein the third suspending step is repeated according to the depth of the excavation hole.
請求項1記載の熱交換用既製杭の設置方法において、
前記底部用既製杭は、側部の下端側の周囲に前記熱交換用配管の折り返し部を複数個有する
ことを特徴とする熱交換用既製杭の設置方法。
In the installation method of the ready-made pile for heat exchange of Claim 1,
The said ready-made pile for bottom parts has two or more return | turnback parts of the said piping for heat exchange around the lower end side of a side part. The installation method of the ready-made pile for heat exchange characterized by the above-mentioned.
請求項1記載の熱交換用既製杭の設置方法において、
前記熱交換用配管の折り返し部は、円弧形状を為し、前記底部用既製杭の先端部に固定した穴あき鋼板に固着された連結部材に保護管を介して固定してなる
ことを特徴とする熱交換用既製杭の設置方法。
In the installation method of the ready-made pile for heat exchange of Claim 1,
The folded portion of the heat exchange pipe has an arc shape, and is fixed to a connecting member fixed to a perforated steel plate fixed to a tip end portion of the ready-made pile for the bottom portion through a protective tube. How to install ready-made piles for heat exchange.
請求項1記載の熱交換用既製杭の設置方法において、
前記熱交換用配管の折り返し部は、前記底部用既製杭の先端部に固定した穴あき鋼板に番線を介して固定してなる
ことを特徴とする熱交換用既製杭の設置方法。
In the installation method of the ready-made pile for heat exchange of Claim 1,
The folded portion of the heat exchanging pipe is fixed to a perforated steel plate fixed to the tip of the ready-made pile for the bottom portion via a wire.
請求項1記載の熱交換用既製杭の設置方法において、
前記熱交換用配管は、前記底部用既製杭の側部、前記接続用既製杭の側部に固縛部材によって固定される
ことを特徴とする熱交換用既製杭の設置方法。
In the installation method of the ready-made pile for heat exchange of Claim 1,
The said heat exchanging piping is fixed to the side part of the said ready-made pile for bottom parts, and the side part of the said ready-made pile for connection by the securing member. The installation method of the ready-made pile for heat exchange characterized by the above-mentioned.
請求項1記載の熱交換用既製杭の設置方法において、
前記熱交換用配管は、前記底部用既製杭と前記接続用既製杭との接続時または接続後または前記接続用既製杭同士の接続時または接続後、接続部近傍にて固縛部材によって固定される
ことを特徴とする熱交換用既製杭の設置方法。
In the installation method of the ready-made pile for heat exchange of Claim 1,
The heat exchanging pipe is fixed by a securing member in the vicinity of the connecting portion when the prefabricated pile for the bottom and the prefabricated pile for connection are connected or after the connection or when the prefabricated pile for connection is connected or connected. A method for installing ready-made piles for heat exchange.
請求項1ないし請求項7の何れか1項記載の熱交換用既製杭の設置方法によって前記掘削孔内に熱交換用既製杭を設置した後、前記掘削孔内にコンクリートを打設し、該熱交換用既製杭の周囲に固形コンクリート層を形成することを特徴とする熱交換用既製杭の造成方法。   After installing the pre-made pile for heat exchange in the excavation hole by the method for installing the pre-made pile for heat exchange according to any one of claims 1 to 7, concrete is placed in the excavation hole, A method for constructing a ready-made pile for heat exchange, wherein a solid concrete layer is formed around the ready-made pile for heat exchange. 請求項1ないし請求項4、請求項6、請求項7の何れか1項記載の熱交換用既製杭の設置方法に用いる底部用既製杭において、
先端部に固定された穴あき鋼板と、
前記穴あき鋼板に固定された連結部材と、
円弧形状を為すとともに下部円弧側に円弧形状に形成された保護管を有し、該保護管を介して前記連結部材に固定された長尺の巻回された可撓性を有する熱交換用配管と
を備えることを特徴とする底部用既製杭。
In the ready-made pile for the bottom part used for the installation method of the ready-made pile for heat exchange according to any one of claims 1 to 4, claim 6, and claim 7,
A perforated steel plate fixed to the tip,
A connecting member fixed to the perforated steel sheet;
A long and flexible heat exchanging pipe having an arc shape and having a protective tube formed in an arc shape on the lower arc side and fixed to the connecting member via the protective tube A ready-made pile for the bottom, comprising:
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JP2012255337A (en) * 2012-09-18 2012-12-27 Kume Sekkei:Kk Method for installing heat exchange pile
JP2013120019A (en) * 2011-12-08 2013-06-17 Mitani Sekisan Co Ltd Subterranean heat exchange equipment using precast pile
JP2013213522A (en) * 2012-03-30 2013-10-17 Sekisui Chem Co Ltd Pipe joint and piping system using the same
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JP2015083911A (en) * 2013-10-26 2015-04-30 重信 宮本 Underground heat exchange pile
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