JP6567350B2 - Ready-made pile with heat exchange pipe - Google Patents

Ready-made pile with heat exchange pipe Download PDF

Info

Publication number
JP6567350B2
JP6567350B2 JP2015144393A JP2015144393A JP6567350B2 JP 6567350 B2 JP6567350 B2 JP 6567350B2 JP 2015144393 A JP2015144393 A JP 2015144393A JP 2015144393 A JP2015144393 A JP 2015144393A JP 6567350 B2 JP6567350 B2 JP 6567350B2
Authority
JP
Japan
Prior art keywords
heat exchange
exchange pipe
pipe
ready
made pile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2015144393A
Other languages
Japanese (ja)
Other versions
JP2017025557A (en
Inventor
善光 橋詰
善光 橋詰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitani Sekisan Co Ltd
Original Assignee
Mitani Sekisan Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitani Sekisan Co Ltd filed Critical Mitani Sekisan Co Ltd
Priority to JP2015144393A priority Critical patent/JP6567350B2/en
Publication of JP2017025557A publication Critical patent/JP2017025557A/en
Application granted granted Critical
Publication of JP6567350B2 publication Critical patent/JP6567350B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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

Landscapes

  • Piles And Underground Anchors (AREA)

Description

本発明は、熱交換パイプ内に流す流体を介して、地中の熱を地上に回収する際に使用する熱交換パイプ付き既製杭に関する。   The present invention relates to a ready-made pile with a heat exchange pipe that is used when recovering underground heat to the ground via a fluid flowing in the heat exchange pipe.

熱交換パイプを杭穴内に沈めて、地中の深い位置まで埋設して、地中の熱を回収する装置は、種々提案されている。
例えば、鋼管の外周に螺旋状に熱交換用パイプを巻いたもの(特許文献1)、コンクリート製の基礎杭本体内に熱交換用のパイプを埋設する工夫(特許文献2)、熱交換パイプを埋設するための錘部材として、H型鋼を使用してフランジ間に熱交換パイプを配置する提案もあった(特許文献3)。
Various devices have been proposed in which a heat exchange pipe is submerged in a pile hole and buried in a deep position in the ground to recover the heat in the ground.
For example, a heat exchange pipe spirally wound on the outer periphery of a steel pipe (Patent Document 1), a device for embedding a heat exchange pipe in a concrete foundation pile body (Patent Document 2), a heat exchange pipe There has also been a proposal of using H-shaped steel as a weight member for burying and disposing a heat exchange pipe between flanges (Patent Document 3).

特開2005−188866号公報JP 2005-188866 A 特開2005−69507号公報JP 2005-69507 A 特開2014−31914号公報JP 2014-31914 A

前記特許文献1では、鋼管を埋設時に、パイプを傷つけるおそれもあり、ある程度の強度を持ったパイプを使用せざるを得なかった。また、特許文献2では、パイプを傷つけるおそれはないが、パイプが露出する場合に比べて熱交換の効率が良くない問題点があった。また、特許文献2では、基礎杭は圧入による埋設を想定しており、地中の状況により設計位置まで埋設できないいわゆる高止まりを生じるおそれもあり(地面から基礎杭の上端部が大きく突出した状態)、この場合に地中に埋設すべき熱交換パイプの長さを確保できない問題点があった。
また、特許文献3では、フランジがあるので、ある程度熱交換用パイプを保護できたが、一般に、フランジ間の距離に比してパイプ外径は小さいので、パイプの周りにスペースが多く、埋設時にパイプ表面に作用する掘削土の負担もあった。また、錘の下端は開放されているので、下面側からの掘削土の影響も無視できなかった。
In Patent Document 1, there is a risk of damaging the pipe when embedding the steel pipe, and a pipe having a certain degree of strength has to be used. Moreover, in patent document 2, although there is no possibility of damaging a pipe, there existed a problem that the efficiency of heat exchange was not good compared with the case where a pipe is exposed. Moreover, in patent document 2, the foundation pile assumes the embedding by press-fit, and there is a possibility of producing a so-called high stop that cannot be embedded to the design position depending on the underground condition (a state in which the upper end of the foundation pile protrudes greatly from the ground) In this case, there was a problem that the length of the heat exchange pipe to be buried in the ground could not be secured.
Further, in Patent Document 3, since there is a flange, the pipe for heat exchange can be protected to some extent. However, since the outer diameter of the pipe is generally smaller than the distance between the flanges, there is a lot of space around the pipe, There was also a burden of excavated soil acting on the pipe surface. Moreover, since the lower end of the weight is open, the influence of excavated soil from the lower surface side could not be ignored.

本発明は、既製杭基体の外周面に収容溝を設けて、収容溝内に熱交換パイプを納めたので、前記問題点を解決した。   In the present invention, the housing groove is provided on the outer peripheral surface of the ready-made pile base, and the heat exchange pipe is accommodated in the housing groove.

即ちこの発明は、所定長さおよび断面の既製杭基体の長さ方向に、熱交換用パイプを設置して、以下のように構成したことを特徴とする熱交換パイプ付き既製杭である。
(1) 前記既製杭基体を中実断面のコンクリート製として、前記既製杭基体の外面に、上下全長にわたる第1収溝および第2収容溝を形成した
(2) 前記第1収容溝と前記第2収容溝とを連通部を介して連通させ
(3) 第1直線部と第2直線部と屈曲部とからなる略U字状の熱交換パイプを、前記第1直線部を前記第1収容溝に、前記第2直線部を前記第2収容溝に、前記屈曲部を前記連通部に、それぞれ収容した
(4) 前記連通部を前記既製杭基体の底面に開口した溝とし、前記既製杭基体の底面に、前記連通部の開口を塞ぐ、塞ぎ板を固定した。
That is, this invention is a ready-made pile with a heat exchange pipe characterized in that a heat exchange pipe is installed in the length direction of the ready-made pile base having a predetermined length and a cross section and is configured as follows.
(1) as concrete of the prefabricated pile base a solid cross-section, the outer surface of the prefabricated pile base, to form a first yield volume grooves and the second receiving groove over the vertical length.
(2) communicated via a communicating portion between the first accommodating groove and the second receiving groove.
(3) a substantially U-shaped heat exchange pipe comprising a first linear portion and a bent portion second linear portion, said first straight portion to the first yield Yomizo, the said second linear portion first The bent portion was accommodated in the communicating portion in the two accommodating grooves.
(4) The communication portion was a groove opened on the bottom surface of the ready-made pile base, and a closing plate was fixed to the bottom surface of the ready-made pile base to close the opening of the communication portion.

また、他の発明は、所定長さおよび断面の既製杭基体の長さ方向に、熱交換用パイプを設置して、以下のように構成したことを特徴とする熱交換パイプ付き既製杭である。Further, another invention is a ready-made pile with a heat exchange pipe, characterized in that a heat exchange pipe is installed in the length direction of the ready-made pile base having a predetermined length and a cross section and configured as follows. .
(1) 前記既製杭基体を中実断面のコンクリート製として、前記既製杭基体の外面に、上下全長にわたる第1収容溝および第2収容溝を形成した。(1) The ready-made pile base is made of concrete having a solid cross section, and first and second receiving grooves are formed on the outer surface of the ready-made pile base over the entire length.
(2) 前記第1収容溝と前記第2収容溝とを連通部を介して連通させた。(2) The first accommodation groove and the second accommodation groove are communicated with each other via a communication portion.
(3) 第1直線部と第2直線部と屈曲部とからなる略U字状の熱交換パイプを、前記第1直線部を前記第1収容溝に、前記第2直線部を前記第2収容溝に、前記屈曲部を前記連通部に、それぞれ収容した。(3) A substantially U-shaped heat exchange pipe composed of a first straight portion, a second straight portion, and a bent portion, the first straight portion as the first receiving groove, and the second straight portion as the second. The bent portion was accommodated in the communicating groove in the accommodating groove.
(4) 前記連通部を前記既製杭基体の底面に開口した溝とし、前記熱交換パイプの屈曲部の外周に保護パイプを嵌装した。(4) The communication portion was a groove opened on the bottom surface of the ready-made pile base, and a protective pipe was fitted to the outer periphery of the bent portion of the heat exchange pipe.

また、前記において、以下のように構成したことを特徴とする熱交換パイプ付き既製杭である。
(1) 略四角形断面の既製杭本体の直径対称な2側面に、それぞれ収容溝を形成し、前記収容溝は、開口部に比して底部が狭い略台形断面に形成した。
(2) 前記両収容溝の底部に、それぞれ熱交換パイプの第1直線部、第2直線部を収容した。
(3) 前記熱交換パイプの屈曲部の外周に保護パイプを嵌装した。
Moreover, it is the ready-made pile with a heat exchange pipe characterized by having comprised as follows in the above.
(1) An accommodation groove was formed on each of two symmetric diameter side surfaces of a prefabricated pile body having a substantially square cross section, and the accommodation groove was formed in a substantially trapezoidal cross-section with a bottom narrower than the opening.
(2) The first straight portion and the second straight portion of the heat exchange pipe were accommodated in the bottom portions of the two accommodation grooves, respectively.
(3) A protective pipe was fitted on the outer periphery of the bent portion of the heat exchange pipe.

この発明は、既製杭基体の外面に、第1収納溝および第2収容溝を形成し、熱交換パイプの第1直線部、第2直線部を収容したので、既製杭を埋設中に熱交換パイプを傷つけることもなく負荷も抑えることができる。また、熱交換で使用時には、熱交換パイプの直線部が直接に地中に接するので、熱交換効率を高めることができる。また、既製杭を埋設中に高止まりを生じるおそれが生じた場合には、熱交換パイプの上端部を屈曲して、地下で既製杭の周りに納めて、熱交換パイプの必要埋設長さを確保できる。   In the present invention, the first storage groove and the second storage groove are formed on the outer surface of the ready-made pile base, and the first straight portion and the second straight portion of the heat exchange pipe are stored. The load can be reduced without damaging the pipe. Moreover, since the linear part of a heat exchange pipe touches directly in the ground at the time of use by heat exchange, heat exchange efficiency can be improved. Also, if there is a risk of high-stopping during the laying of ready-made piles, bend the upper end of the heat exchange pipe and place it around the ready-made pile underground to reduce the required burial length of the heat exchange pipe. It can be secured.

この発明の実施に使用する既製杭基体で、(a)は平面図、(b)は正面図、(c)は右側面図、(d)はA−A端面図を表す。It is a ready-made pile base used for implementation of this invention, (a) is a top view, (b) is a front view, (c) is a right side view, (d) represents an AA end view. この発明の実施に使用する既製杭基体で、(a)は拡大底面図、(b)は図1(a)のB−B断面図を表す。It is a ready-made pile base used for implementation of this invention, (a) is an enlarged bottom view, (b) represents BB sectional drawing of Drawing 1 (a). この発明の実施態様で、(a)は平面図、(b)は正面図、(c)は右側面図、(d)はD−D端面図、(e)はC−C端面図を表す。In the embodiment of the present invention, (a) is a plan view, (b) is a front view, (c) is a right side view, (d) is a DD end view, and (e) is a CC end view. .

図面に基づいて、この発明の実施態様を説明する。 Embodiments of the present invention will be described with reference to the drawings.

1.既製杭基体20の構成 1. Configuration of ready-made pile base 20

(1) 平面6から底面7までが長さLで、一辺Lの正方形断面の四角柱体1を構成する。四角柱基体1は四隅の角にテーパー処理をしてある。ここで、長さLは、例えば5m、5.5m、8mなどであり、通常は3m〜10m程度で適宜選択するが、任意である。また、一辺の長さLは、例えば、20cm程度で形成するが、任意である。 (1) from the plane 6 to the bottom 7 by a length L 0, constituting a quadrangular pillar 1 of a square cross-section of one side L 1. The quadrangular column base 1 is tapered at the corners of the four corners. Here, the length L 0 is, for example, 5 m, 5.5 m, 8 m, and the like, and is usually appropriately selected from about 3 m to 10 m, but is arbitrary. The length L 1 of one side, for example, will form in about 20 cm, it is optional.

(2) 四角柱体1の平行な(対応する)側面2、3に長さL方向の第1収容溝11、第2収容溝12を形成する(図1(a)(b))。各収容溝11、12は、平面6から底面7までに形成する。また、開口部(四角柱体1の表面側)13が幅Lで広く、底部(四角柱体1の中心側)14が幅Lで狭い断面台形で、かつ深さ(台形の高さ相当する長さ)Lに形成される(図2(a))。側面2と側面3の間で、第1収容溝11と第2収容溝12を形成した残余部分を連結部16とする。 (2) parallel the square pillar 1 (corresponding) first receiving groove 11 of a length L 0 direction on the side surfaces 2 and 3, to form a second accommodation groove 12 (FIG. 1 (a) (b)). Each housing groove 11, 12 is formed from the plane 6 to the bottom surface 7. The opening (fourth surface side of the rectangular column 1) 13 is wide in the width L 2, the bottom 14 (four center side of the rectangular column 1) is a narrow trapezoidal cross-section with a width L 3, and the depth (height of the trapezoid length corresponding to) is formed in L 4 (FIG. 2 (a)). A remaining portion in which the first accommodation groove 11 and the second accommodation groove 12 are formed between the side surface 2 and the side surface 3 is referred to as a connecting portion 16.

(3) 四角柱体1の長さL方向で、底面7から連結部16を断面半円状に溝を形成し、第1収容溝11と第2収容溝12とをつなぐ連通部17とする。四角柱体1の底面7で、四隅部にねじ穴18、18を形成する(図2(a))。 (3) In the direction of the length L 0 of the quadrangular prism body 1, the connecting portion 16 is formed with a semicircular cross section from the bottom surface 7 to connect the first receiving groove 11 and the second receiving groove 12. To do. Screw holes 18 and 18 are formed at the four corners of the bottom surface 7 of the rectangular column 1 (FIG. 2A).

(4) 以上のような形状で、既製杭基体20を構成する(図1、図2)。既製杭基体20はコンクリート製で、辺(側面)4、5に沿って、構造鉄筋21、21を埋設してあり、両側4、5の3本の構造鉄筋21、21の外側に帯筋22を配置してある。また、両側4、5の構造鉄筋21、21をつなぐ、連結鉄筋23を所定長さ毎に、配置してある(図2(a))。 (4) The ready-made pile base | substrate 20 is comprised by the above shapes (FIG. 1, FIG. 2). The ready-made pile base 20 is made of concrete, and has structural rebars 21 and 21 embedded along the sides (side surfaces) 4 and 5, and the strips 22 on the outside of the three structural rebars 21 and 21 on both sides 4 and 5. Is arranged. Moreover, the connection reinforcing bar 23 which connects the structural reinforcing bars 21 and 21 of both sides 4 and 5 is arrange | positioned for every predetermined length (FIG. 2 (a)).

2.熱交換パイプ30の構成 2. Configuration of heat exchange pipe 30

(1) 熱交換パイプ30は、径Dの熱交換用のパイプ(例えば、ポリエチレン製)をU字状に屈曲して、行き管(第1直線部)31と還り管(第2直線部)32と両管31、32を結ぶU字状屈曲部33とから構成する(図3(e))。また、U字状屈曲部33の外周に、径Dより大径の外径Dの保護パイプ35を被せることもできる(図3(c)(e)(f)、鎖線図示35)。保護パイプ35はU字状屈曲部33と、行き管31と還り管31でU字状屈曲部33の近傍とを被っている。
また、径D<L、径D<L、で形成されて、かつ、径D<L、径D<L、で形成する。なお、保護パイプ35は収容溝11、12から多少突出しても、行き管(第1直線部)31と還り管(第2直線部)32の安全は確保できるので、径D≧L、径D≧L、とすることもできる。
(1) heat exchange pipe 30 is a pipe for heat exchange diameter D 1 (e.g., polyethylene) was bent into a U-shape, go pipe (first linear portion) 31 and went back tube (second linear portion ) 32 and a U-shaped bent portion 33 connecting the two pipes 31 and 32 (FIG. 3E). Further, the outer periphery of the U-shaped bent portion 33 may be covered with a protective pipe 35 of the outer diameter D 2 of the larger diameter than the diameter D 1 (FIG. 3 (c) (e) ( f), the chain line shown 35). The protective pipe 35 covers the U-shaped bent portion 33 and the vicinity of the U-shaped bent portion 33 with the outgoing pipe 31 and the return pipe 31.
The diameter D 1 <L 3, the diameter D 1 <L 4, in is formed, and the diameter D 2 <L 3, the diameter D 2 <L 4, in form. Even if the protective pipe 35 protrudes slightly from the housing grooves 11 and 12, the safety of the outgoing pipe (first straight part) 31 and the return pipe (second straight part) 32 can be ensured, so that the diameter D 2 ≧ L 3 , The diameter D 2 ≧ L 4 can also be satisfied.

(2) 通常は、直線状のパイプの中間部に保護パイプ35を被せた状態で、パイプと保護パイプ35とを一緒に屈曲して、保護パイプ付きの行き管31と還り管32およびU字状屈曲部33とを一体に形成する。 (2) Normally, the pipe and the protective pipe 35 are bent together in a state where the intermediate part of the straight pipe is covered with the protective pipe 35, and the outgoing pipe 31 with the protective pipe, the return pipe 32, and the U-shape are bent. The bent portion 33 is integrally formed.

3.熱交換パイプ付き既製杭40 3. Ready-made pile 40 with heat exchange pipe

(1) 保護パイプ33付きの熱交換パイプ30の行き管31を第1収容溝11、還り管32を第2収容溝12、U字状屈曲部33を連通部17にそれぞれ収容する(図3(a)、(c)(e))。四角柱体1の断面形状と略同一の形状で、ねじ穴18、18に対応させて四隅に透孔26、26を形成した塞ぎ板35を形成し、塞ぎ板35を既製杭基体20の底面7に被せ、各透孔26からねじ穴18に向けてボルト27を螺合して、塞ぎ板35を既製杭基体20に固定する。 (1) The outgoing pipe 31 of the heat exchange pipe 30 with the protective pipe 33 is accommodated in the first accommodating groove 11, the return pipe 32 is accommodated in the second accommodating groove 12, and the U-shaped bent part 33 is accommodated in the communicating part 17 (FIG. 3). (A), (c) (e)). A closing plate 35 having substantially the same cross-sectional shape as that of the rectangular pillar 1 and corresponding to the screw holes 18 and 18 and having through holes 26 and 26 formed at the four corners is formed. 7, bolts 27 are screwed from the through holes 26 toward the screw holes 18, and the closing plate 35 is fixed to the ready-made pile base 20.

(2) 以上のようにして、熱交換パイプ付き既製杭40を構成する(図3)。
径D<L、径D<L、で形成されて、かつ、 径D<L、径D<L、で形成するので、熱交換パイプ30は、平面視で、既製杭基体20から突出しない(図3(a)(b))。
(2) The ready-made pile 40 with a heat exchange pipe is comprised as mentioned above (FIG. 3).
Since the diameter D 1 <L 3 , the diameter D 1 <L 4 , and the diameter D 2 <L 3 , the diameter D 2 <L 4 , the heat exchange pipe 30 is in plan view, It does not protrude from the ready-made pile base 20 (FIGS. 3A and 3B).

(3) 地面に杭穴を掘削して、あるいは柔らかい地盤であれば直接に、熱交換パイプ付き既製杭40を埋設する。この場合、塞ぎ板35が設けてあり、かつ収容溝11、12から熱交換パイプ20の行き管31、還り管32が外方に突出しないので、埋設中に熱交換パイプ30が破損したり、負荷を生じることがない。さらに、熱交換パイプ30のU字状屈曲部33に保護パイプ35で被った場合には、より確実に熱交換パイプ20を保護できる。
また、埋設途中に、予期しない地中障害物や岩石などで、高止まりを生じるおそれが生じた場合には、既製杭基体20の周辺で地面付近の地盤を広げて、第1第2収納溝11、12から熱交換パイプ31、32を外して屈曲して、広げた地盤に屈曲して埋設することができる。よって、地中内埋設される必要な長さの熱交換パイプ20を確保できる。
(3) Excavate a pile hole in the ground, or bury the ready-made pile 40 with a heat exchange pipe directly if it is soft ground. In this case, since the closing plate 35 is provided and the outgoing pipe 31 and the return pipe 32 of the heat exchange pipe 20 do not protrude outward from the housing grooves 11 and 12, the heat exchange pipe 30 may be damaged during the embedment, There is no load. Further, when the U-shaped bent portion 33 of the heat exchange pipe 30 is covered with the protective pipe 35, the heat exchange pipe 20 can be protected more reliably.
In addition, when there is a possibility that a high stop may occur due to an unexpected underground obstacle or rock during the embedding, the ground near the ground is spread around the ready-made pile base 20, and the first and second storage grooves The heat exchange pipes 31 and 32 can be removed from the wires 11 and 12 and bent to be embedded in the expanded ground. Therefore, it is possible to secure the heat exchange pipe 20 having a necessary length embedded in the ground.

(4) 地上に露出した熱交換パイプ30の行き管31、還り管32を、熱交換システム(熱回収装置や循環ポンプなど。図示していない)に連結して、熱交換パイプ30内に流体(例えば、不凍液など)を循環させれば、地下の熱を地上に回収できる。この際、熱交換パイプ30の行き管31および還り管32は、開口部13が底部14より広い収容溝11、12内に収容され、直接に地中に接するので、その付近の熱を直接に受けることができる。 (4) The outgoing pipe 31 and the return pipe 32 of the heat exchange pipe 30 exposed on the ground are connected to a heat exchange system (a heat recovery device, a circulation pump, etc., not shown), and fluid is transferred into the heat exchange pipe 30. By circulating (for example, antifreeze), underground heat can be recovered on the ground. At this time, the outgoing pipe 31 and the return pipe 32 of the heat exchange pipe 30 are accommodated in the accommodating grooves 11 and 12 in which the opening portion 13 is wider than the bottom portion 14 and directly contact with the ground. Can receive.

(5) なお、この熱交換パイプ付き既製杭40は、使用する既製杭基体20の構造により、通常の低層建造物(住宅など)の基礎杭として使用しつつ地中との熱交換をすることもでき、また、地中との熱交換専用(地上構造物の支持力を負担しない)に使用することもできる。 (5) In addition, this ready-made pile 40 with a heat exchange pipe is used as a foundation pile of a normal low-rise building (house etc.) by the structure of the ready-made pile base 20 to be used, and performs heat exchange with the ground. It can also be used exclusively for heat exchange with the ground (without bearing the support of the ground structure).

4.他の実施態様 4). Other embodiments

(1) 第1収容溝11、第2収容溝12は断面台形としたが、四角柱体1の外周より突出させずに、熱交換パイプ30を収容できれば、断面形状は半円形、長方形、三角形など他の形状とすることもできる(図示していない)。 (1) Although the first accommodation groove 11 and the second accommodation groove 12 have a trapezoidal cross section, if the heat exchange pipe 30 can be accommodated without protruding from the outer periphery of the quadrangular prism body 1, the cross sectional shape is semicircular, rectangular or triangular. Other shapes can also be used (not shown).

(2) また、前記実施態様において、第1収容溝11、第2収容溝12に1系統の熱交換パイプ30を埋設したが、第1収容溝11、第2収容溝12および連通部17の断面積を大きくすれば、2系統以上の熱交換パイプ30を埋設することもできる(図示していない)。 (2) Moreover, in the said embodiment, although the one system heat exchange pipe 30 was embed | buried in the 1st accommodation groove | channel 11 and the 2nd accommodation groove | channel 12, the 1st accommodation groove | channel 11, the 2nd accommodation groove | channel 12, and the communication part 17 of If the cross-sectional area is increased, two or more heat exchange pipes 30 can be embedded (not shown).

(3) また、前記実施態様で、対応する2側面2、3に収容溝を形成したが、他の側面4、5にも第3収容溝、第4収容溝を形成することもできる(図示していない)。この場合、第3収容溝と第4収容溝を結ぶ連通部を設けて、第1第2収容溝側と第3第4収容溝側の2系統に熱交換パイプ30、30を埋設することもできる。 (3) In the above embodiment, the housing grooves are formed on the corresponding two side surfaces 2 and 3, but the third housing groove and the fourth housing groove can also be formed on the other side surfaces 4 and 5 (FIG. Not shown). In this case, it is also possible to provide a communication portion that connects the third accommodation groove and the fourth accommodation groove, and to embed the heat exchange pipes 30 and 30 in two systems on the first and second accommodation groove sides. it can.

(4) また、前記実施態様において、既製杭基体20を四角柱基体1から構成したが、円柱など他の形状とすることもできる(図示していない)。 (4) Moreover, in the said embodiment, although the ready-made pile base | substrate 20 was comprised from the square pillar base | substrate 1, it can also be set as other shapes, such as a cylinder (not shown).

(5) また、前記実施態様において、第1収容溝11および第2収容溝12は平面6から底面7までの全長に形成したが、底面7に貫通せずに、底面7に露出しない連通部17を形成することもいできる(図示していない)。この場合には、塞ぎ板35は不要とすることもできる。 (5) Moreover, in the said embodiment, although the 1st accommodation groove | channel 11 and the 2nd accommodation groove | channel 12 were formed in the full length from the plane 6 to the bottom face 7, it does not penetrate the bottom face 7, but is a communication part which is not exposed to the bottom face 7. 17 can also be formed (not shown). In this case, the closing plate 35 may be unnecessary.

1 四角柱体
2〜5 側面
6 平面
7 底面
11 第1収容溝
12 第2収容溝
13 開口部(収容溝)
14 底部(収容溝)
16 連結部
17 連通部
18 ねじ穴
20 既製杭基体
21 構造鉄筋
22 帯筋
23 連結鉄筋
30 熱交換パイプ
31 熱交換パイプの行き管(第1直線部)
32 熱交換パイプの還り管(第2直線部)
33 熱交換パイプのU字状屈曲部
35 保護パイプ
40 熱交換パイプ付き既製杭
DESCRIPTION OF SYMBOLS 1 Square pillar body 2-5 Side surface 6 Plane 7 Bottom surface 11 1st accommodating groove 12 2nd accommodating groove 13 Opening part (accommodating groove)
14 Bottom (receiving groove)
16 connecting part 17 communicating part 18 screw hole 20 ready-made pile base 21 structural rebar 22 band rebar 23 connecting rebar 30 heat exchange pipe 31 outgoing pipe (first straight part)
32 Return pipe of heat exchange pipe (second straight section)
33 U-shaped bent portion 35 of heat exchange pipe Protective pipe 40 Ready-made pile with heat exchange pipe

Claims (3)

所定長さおよび断面の既製杭基体の長さ方向に、熱交換用パイプを設置して、以下のように構成したことを特徴とする熱交換パイプ付き既製杭。
(1) 前記既製杭基体を中実断面のコンクリート製として、前記既製杭基体の外面に、上下全長にわたる第1収溝および第2収容溝を形成した
(2) 前記第1収容溝と前記第2収容溝とを連通部を介して連通させ
(3) 第1直線部と第2直線部と屈曲部とからなる略U字状の熱交換パイプを、前記第1直線部を前記第1収容溝に、前記第2直線部を前記第2収容溝に、前記屈曲部を前記連通部に、それぞれ収容した
(4) 前記連通部を前記既製杭基体の底面に開口した溝とし、前記既製杭基体の底面に、前記連通部の開口を塞ぐ、塞ぎ板を固定した。
A pre-made pile with a heat exchange pipe, characterized in that a heat exchange pipe is installed in the length direction of the pre-made pile base having a predetermined length and cross section and is configured as follows.
(1) as concrete of the prefabricated pile base a solid cross-section, the outer surface of the prefabricated pile base, to form a first yield volume grooves and the second receiving groove over the vertical length.
(2) communicated via a communicating portion between the first accommodating groove and the second receiving groove.
(3) a substantially U-shaped heat exchange pipe comprising a first linear portion and a bent portion second linear portion, said first straight portion to the first yield Yomizo, the said second linear portion first The bent portion was accommodated in the communicating portion in the two accommodating grooves.
(4) The communication portion was a groove opened on the bottom surface of the ready-made pile base, and a closing plate was fixed to the bottom surface of the ready-made pile base to close the opening of the communication portion.
所定長さおよび断面の既製杭基体の長さ方向に、熱交換用パイプを設置して、以下のように構成したことを特徴とする熱交換パイプ付き既製杭。
(1) 前記既製杭基体を中実断面のコンクリート製として、前記既製杭基体の外面に、上下全長にわたる第1収溝および第2収容溝を形成した
(2) 前記第1収容溝と前記第2収容溝とを連通部を介して連通させ
(3) 第1直線部と第2直線部と屈曲部とからなる略U字状の熱交換パイプを、前記第1直線部を前記第1収容溝に、前記第2直線部を前記第2収容溝に、前記屈曲部を前記連通部に、それぞれ収容した
(4) 前記連通部を前記既製杭基体の底面に開口した溝とし、前記熱交換パイプの屈曲部の外周に保護パイプを嵌装した。
A pre-made pile with a heat exchange pipe, characterized in that a heat exchange pipe is installed in the length direction of the pre-made pile base having a predetermined length and cross section and is configured as follows.
(1) as concrete of the prefabricated pile base a solid cross-section, the outer surface of the prefabricated pile base, to form a first yield volume grooves and the second receiving groove over the vertical length.
(2) communicated via a communicating portion between the first accommodating groove and the second receiving groove.
(3) a substantially U-shaped heat exchange pipe comprising a first linear portion and a bent portion second linear portion, said first straight portion to the first yield Yomizo, the said second linear portion first The bent portion was accommodated in the communicating portion in the two accommodating grooves.
(4) The communication portion was a groove opened on the bottom surface of the ready-made pile base, and a protective pipe was fitted to the outer periphery of the bent portion of the heat exchange pipe.
以下のように構成したことを特徴とする請求項1または請求項2記載の熱交換パイプ付き既製杭。
(1) 略四角形断面の既製杭本体の直径対称な2側面に、それぞれ収容溝を形成し、前記収容溝は、開口部に比して底部が狭い略台形断面に形成した。
(2) 前記両収容溝の底部に、それぞれ熱交換パイプの第1直線部、第2直線部を収容した。
(3) 前記熱交換パイプの屈曲部の外周に保護パイプを嵌装した。
The ready-made pile with a heat exchange pipe according to claim 1 or 2, wherein the pile is configured as follows.
(1) An accommodation groove was formed on each of two symmetric diameter side surfaces of a prefabricated pile body having a substantially square cross section, and the accommodation groove was formed in a substantially trapezoidal cross-section with a bottom narrower than the opening.
(2) The first straight portion and the second straight portion of the heat exchange pipe were accommodated in the bottom portions of the two accommodation grooves, respectively.
(3) A protective pipe was fitted on the outer periphery of the bent portion of the heat exchange pipe.
JP2015144393A 2015-07-21 2015-07-21 Ready-made pile with heat exchange pipe Active JP6567350B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015144393A JP6567350B2 (en) 2015-07-21 2015-07-21 Ready-made pile with heat exchange pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015144393A JP6567350B2 (en) 2015-07-21 2015-07-21 Ready-made pile with heat exchange pipe

Publications (2)

Publication Number Publication Date
JP2017025557A JP2017025557A (en) 2017-02-02
JP6567350B2 true JP6567350B2 (en) 2019-08-28

Family

ID=57945569

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015144393A Active JP6567350B2 (en) 2015-07-21 2015-07-21 Ready-made pile with heat exchange pipe

Country Status (1)

Country Link
JP (1) JP6567350B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111928320A (en) * 2020-07-29 2020-11-13 天津大学 Reinforcing heat accumulation type heat exchange integrated well

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4297258B2 (en) * 2003-08-28 2009-07-15 北菱産業株式会社 Off-the-shelf foundation pile combined with underground heat exchanger
CA2683256C (en) * 2009-10-19 2018-05-01 Alain Desmeules Pile with integral geothermal conduit loop retaining means
JP5850629B2 (en) * 2011-03-31 2016-02-03 三谷セキサン株式会社 How to embed pipes in pile holes
JP5930161B2 (en) * 2011-12-08 2016-06-08 三谷セキサン株式会社 Underground heat exchange equipment using ready-made piles
JP6085113B2 (en) * 2012-08-02 2017-02-22 三谷セキサン株式会社 Method of burying underground heat exchange pipe, propulsion tool for burial
JP6532643B2 (en) * 2013-09-25 2019-06-19 三谷セキサン株式会社 Apparatus and method for burying heat exchange pipe
JP2015083911A (en) * 2013-10-26 2015-04-30 重信 宮本 Underground heat exchange pile

Also Published As

Publication number Publication date
JP2017025557A (en) 2017-02-02

Similar Documents

Publication Publication Date Title
JP6033139B2 (en) Joint structure of pile and footing
KR100583939B1 (en) Concrete basic structure of building
JP6082916B2 (en) Underground steel wall structure and construction method of underground steel wall structure
JP6567350B2 (en) Ready-made pile with heat exchange pipe
JP2019173336A (en) Installation structure for equipment
JP2021161745A (en) Water proof wall, and construction method of water proof wall
JP2009287172A (en) Method for constructing base-isolated building by inverted construction method
JP5169638B2 (en) Construction method of underground structure
KR20140015974A (en) Arch wall shoring structure
KR101328027B1 (en) Cutting the ground area breast wall and slant safe-guard structure
JP2012202042A (en) Combination steel sheet pile having drainage function and wall body structure using the steel sheet pile
JP2013155559A (en) Liquefaction damage reducing structure for construction
JP4466419B2 (en) Soil cement column wall
JPH07305319A (en) Installating method for caison for breakwater
CN111424678A (en) Groove-shaped channel
JP3183291U (en) Structure of concrete body for septic tank protection
JP6445276B2 (en) Boundary block installation method
JP4519802B2 (en) Open caisson method
JP2008202310A (en) Underground embedded box body
KR101318301B1 (en) Frame structure for underground structure and method of constructing underground structure using the same
JP6632237B2 (en) Heat exchange device using ready made pile and ready made pile with heat exchange pipe
JP2010209528A (en) Lateral flow countermeasure structure
JP2015063812A (en) Core member for soil-retaining wall and removal method of upper part of the core member
KR101990920B1 (en) Pipe structure with reinforcing bar and construction method of concrete file using the same
JP6971035B2 (en) How to build a piping structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180718

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190322

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190409

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190607

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190618

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190731

R150 Certificate of patent or registration of utility model

Ref document number: 6567350

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250