JP2016070390A - Connection structure of underground pipe - Google Patents

Connection structure of underground pipe Download PDF

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JP2016070390A
JP2016070390A JP2014200865A JP2014200865A JP2016070390A JP 2016070390 A JP2016070390 A JP 2016070390A JP 2014200865 A JP2014200865 A JP 2014200865A JP 2014200865 A JP2014200865 A JP 2014200865A JP 2016070390 A JP2016070390 A JP 2016070390A
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underground
underground pipe
pipe
rib
connection structure
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JP6549827B2 (en
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正和 吾孫子
Masakazu Abiko
正和 吾孫子
昇平 菅野
Shohei Sugano
昇平 菅野
友重 蔦尾
Tomoshige Tsutao
友重 蔦尾
岡部 優志
Masashi Okabe
優志 岡部
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Sekisui Chemical Co Ltd
Sekisui Chemical Hokkaido Co Ltd
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Sekisui Chemical Co Ltd
Sekisui Chemical Hokkaido Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To prevent moisture or water from being accumulated in a gap between ribs closest to the end edge of an underground pipe inside a connection part, in a connection structure configured by fitting a pair of underground pipes, on the outer peripheral surface of which the rib is formed, to each other.SOLUTION: An connection structure includes a pair of underground pipes 2, 3. On the outer peripheral surfaces of the underground pipes 2, 3, plural ribs 16, 21 projecting in a radial direction are formed with intervals along the axial directions of the underground pipes 2, 3. Between a rib 16A closest to an end edge 38 of the underground pipe 2 and a rib 16B adjacent to the rib 16A, an annular elastic member 32 is provided. The end part of the underground pipe 3 is externally fitted to the underground pipe 2 while airtightness is ensured with the elastic member 32.SELECTED DRAWING: Figure 2

Description

本発明は、地中埋設管の接続構造に関する。   The present invention relates to a connection structure for underground pipes.

近年、地中に埋設した管(以下、地中埋設管という)の内部に外気を導入し、地中で熱交換を行った空気を建物内に取り込む地中熱交換システムが知られている。地中埋設管の一端は、外気を取り込むために地上に開放され、必要に応じて送風機に接続されている。一方、地中埋設管の他端は、建物に接続されている。   2. Description of the Related Art In recent years, underground heat exchange systems are known in which outside air is introduced into pipes buried in the ground (hereinafter referred to as underground pipes) and heat exchanged in the ground is taken into a building. One end of the underground pipe is opened to the ground to take in outside air, and is connected to a blower as necessary. On the other hand, the other end of the underground pipe is connected to the building.

このような地中熱交換システムにおいて、夏期には、例えば30℃を超える高温の外気が送風機から地中埋設管の内部に導入され、約18℃の地中で熱交換を行うことにより20℃程度に冷却され、建物内に取り込まれる。一方、冬期には、例えば零下の外気が送風機から地中埋設管の内部に導入され、約5℃の地中で熱交換を行うことにより3℃程度に温められ、建物内に取り込まれる。   In such a geothermal heat exchange system, in summer, for example, high-temperature outside air exceeding 30 ° C. is introduced into the underground pipe from the blower, and heat exchange is performed in the ground at about 18 ° C. to 20 ° C. Cooled to the extent and taken into the building. On the other hand, in winter, for example, below-zero outside air is introduced into the underground pipe from the blower, heated to about 3 ° C. by heat exchange in the ground at about 5 ° C., and taken into the building.

地中熱交換システムを構成する地中埋設管としては、従前より広い用途で多用されている樹脂管を例示することができる。地中埋設管は、一本の樹脂管で構成されていてもよく、複数の樹脂管を直列に接続することで構成されていてもよい。実際には、工場で複数の樹脂管が製造され、地中埋設管の設置現場付近まで運搬し、設置時に複数の樹脂管のうち一方の樹脂管の端部に他方の樹脂管の端部を外嵌させて接続することが多い。このような地中埋設管の接続構造では、対をなす地中埋設管の接続部に止水用の部材が設けられている。   Examples of underground pipes constituting the underground heat exchange system include resin pipes that are widely used for a wider range than before. The underground pipe may be constituted by a single resin pipe or may be constituted by connecting a plurality of resin pipes in series. Actually, a plurality of resin pipes are manufactured at the factory, transported to the vicinity of the installation site of underground pipes, and the end of the other resin pipe is attached to the end of one of the plurality of resin pipes at the time of installation. It is often connected by external fitting. In such a buried underground pipe connection structure, a water stop member is provided at the connecting portion of the underground buried pipe that forms a pair.

止水用の部材を備えた地中埋設管の接続構造として、例えば特許文献1には、ゴム輪受口に挿入される差口の先端内面に所定の長さで挿入され且つ前記先端から所定の長さで突出する筒状リング、及び前記筒状リングの外周であって且つその長さ方向の略中央に設けられるストッパを備えるゴム輪接合用内面段差解消リングが開示されている。また、特許文献2には、外面に環状リブを有するリブ付き管挿口のリブ間環状溝と管受口との間で圧縮されるゴム輪において、リブ間環状溝底面に接する内周面に、その周方向に対し直角方向の切り込みを多数箇設けたリブ付管接合シール用ゴム輪が開示されている。   As a connection structure for underground pipes having a water stop member, for example, in Patent Document 1, a predetermined length is inserted into the inner surface of the front end of the insertion port inserted into the rubber ring receiving port, and a predetermined length is provided from the front end. A ring-shaped inner surface level difference elimination ring is disclosed that includes a cylindrical ring that protrudes at a length of approximately 5 mm and a stopper that is provided at the outer periphery of the cylindrical ring and substantially at the center in the length direction. Moreover, in patent document 2, in the rubber ring compressed between the annular groove between ribs of a ribbed pipe insertion opening which has an annular rib on the outer surface, and the pipe receptacle, the inner peripheral surface in contact with the annular groove bottom surface between ribs is disclosed. A rubber ring for a pipe joint seal with a rib provided with a number of cuts in a direction perpendicular to the circumferential direction is disclosed.

特開2003−214571号公報JP 2003-214571 A 実開平5−14777号公報Japanese Utility Model Publication No. 5-14777

図4は、特許文献1や特許文献2に開示されているゴム輪状の止水用の部材と地中埋設管の接続構造の一部とを示す断面図である。接続構造10は、一対の地中埋設管2,3を備えている。地中埋設管2,3の管本体20の外周面には、径方向に張り出したリブ16,21が地中埋設管2,3の軸線方向に沿って間隔をあけて複数形成されている。接続構造10においては、地中埋設管2の端部30に地中埋設管3の端部31が外嵌されている。地中埋設管3の端部31は、地中埋設管2の端部30を内嵌可能とする受け口であって、拡径している。接続構造10の止水性を高めるために、地中埋設管2の端部30側の端縁38から二番目に近いリブ16Bと端縁38から離れる方向に隣接するリブ16Cとの隙間17Bにゴム輪等の弾性部材32が設けられている。また、端部30,31同士の衝突による破損を防ぐために、地中埋設管2の端縁38には保護部材34が設けられている。   FIG. 4 is a cross-sectional view showing a rubber ring-shaped water-stopping member disclosed in Patent Document 1 and Patent Document 2 and a part of the connection structure of the underground buried pipe. The connection structure 10 includes a pair of underground pipes 2 and 3. On the outer peripheral surface of the pipe body 20 of the underground pipes 2 and 3, a plurality of ribs 16 and 21 projecting in the radial direction are formed at intervals along the axial direction of the underground pipes 2 and 3. In the connection structure 10, the end portion 31 of the underground tube 3 is externally fitted to the end portion 30 of the underground tube 2. The end 31 of the underground pipe 3 is a receiving port that allows the end 30 of the underground pipe 2 to be fitted therein, and has an enlarged diameter. In order to improve the water-stopping property of the connection structure 10, rubber is provided in the gap 17 </ b> B between the rib 16 </ b> B second closest to the end 38 on the end 30 side of the underground tube 2 and the rib 16 </ b> C adjacent in the direction away from the end 38. An elastic member 32 such as a ring is provided. Further, a protective member 34 is provided on the end edge 38 of the underground pipe 2 in order to prevent breakage due to the collision between the end portions 30 and 31.

外気には常に水蒸気が存在するので、外気温が地中の温度よりも高い場合、外気を地中に導入すると、地中埋設管内の湿度が高まる。また、導入した外気を中空部に流通させて地熱との間で熱交換を行うと、結露によって地中埋設管の内周面に水が発生する。この際、保護部材34と地中埋設管3の端部31との間の僅かな隙間から、湿気や水が地中埋設管2の端縁38から最も近いリブ16Aとリブ16Bとの隙間17Aに溜まることで、接続構造10の衛生状態が劣化するという問題があった。   Since there is always water vapor in the outside air, when the outside air temperature is higher than the temperature in the ground, when the outside air is introduced into the ground, the humidity in the underground pipe increases. Further, when the introduced outside air is circulated through the hollow portion and heat exchange is performed with the geothermal heat, water is generated on the inner peripheral surface of the underground pipe due to condensation. At this time, from a slight gap between the protective member 34 and the end 31 of the underground pipe 3, the gap 17A between the rib 16A and the rib 16B where moisture and water are closest to the end edge 38 of the underground pipe 2 is provided. As a result, the sanitary condition of the connection structure 10 deteriorates.

本発明は、上記事情を鑑みてなされたものであり、外周面にリブが設けられた対をなす地中埋設管が互いに嵌合することで構成されている接続構造において、湿気や水が接続部の内側の地中埋設管の端縁に最も近いリブ同士の隙間に溜まることを防止することを課題とする。   The present invention has been made in view of the above circumstances, and in a connection structure configured by fitting a pair of underground pipes having ribs provided on the outer peripheral surface thereof, moisture and water are connected. It is an object of the present invention to prevent accumulation in the gap between the ribs closest to the edge of the underground pipe inside the portion.

本発明の地中埋設管の接続構造は、一対の地中埋設管を備え、前記地中埋設管の外周面には、径方向に張り出したリブが前記地中埋設管の軸線方向に沿って間隔をあけて複数形成され、一方の前記地中埋設管の端縁に最も近い第一のリブと前記第一のリブに隣接する第二のリブとの間に環状の弾性部材が設けられ、他方の地中埋設管の端部が前記弾性部材で気密性を確保しつつ前記一方の地中埋設管に外嵌されていることを特徴とする。
上記構成によれば、一方の地中埋設管の端縁に最も近いリブとそのリブに隣接するリブとの間には環状の弾性部材が配置されているので、接続構造を構成する地中埋設管の中空部に導入された湿気及び結露等により発生した水のリブ間への浸入が許されず、これらの湿気や水がリブ間に溜まることが防止される。
The underground buried pipe connection structure according to the present invention includes a pair of underground pipes, and a radially extending rib extends along an axial direction of the underground pipe on the outer peripheral surface of the underground pipe. An annular elastic member is provided between the first rib closest to the edge of one of the underground pipes and the second rib adjacent to the first rib. An end portion of the other underground pipe is externally fitted to the one underground pipe while ensuring airtightness with the elastic member.
According to the above configuration, since the annular elastic member is disposed between the rib closest to the end edge of one of the underground pipes and the rib adjacent to the rib, Intrusion of water generated by moisture and condensation introduced into the hollow portion of the tube between the ribs is not allowed, and the moisture and water are prevented from accumulating between the ribs.

本発明の地中埋設管の接続構造では、前記弾性部材の外周面には、前記地中埋設管の周回方向に延びる溝部が形成されていることが好ましい。
上記構成によれば、比較的低い周方向引張力でも弾性部材が充分に拡径するので、リブ間に容易に装着可能となる。
In the underground buried pipe connection structure according to the present invention, it is preferable that a groove portion extending in a circumferential direction of the underground pipe is formed on the outer peripheral surface of the elastic member.
According to the above configuration, the elastic member sufficiently expands even with a relatively low circumferential tensile force, so that it can be easily mounted between the ribs.

本発明の地中埋設管では、前記一方の地中埋設管の前記端縁が保護部材によって覆われていることが好ましい。
上記構成によれば、一対の地中埋設管の接続時に、一方の地中埋設管の端縁と他方の地中埋設管の端部が衝突した場合でも、それぞれに加わる衝撃が保護部材によって吸収されるので、一方の地中埋設管の端部と他方の地中埋設管の端部の破損が確実に防止される。
In the underground pipe of this invention, it is preferable that the said edge of said one underground pipe is covered with the protection member.
According to the above configuration, when a pair of underground pipes are connected, even if the edge of one underground pipe collides with the end of the other underground pipe, the impact applied to each is absorbed by the protective member. Therefore, the breakage of the end portion of one underground pipe and the end portion of the other underground pipe is surely prevented.

本発明によれば、湿気や水が、一対の地中埋設管同士の接続部の内側の地中埋設管の端縁に最も近いリブ同士の隙間に溜まることを防止可能な地中埋設管の接続構造が提供される。   According to the present invention, moisture or water can be prevented from being accumulated in the gap between the ribs closest to the edge of the underground pipe inside the connection portion between the pair of underground pipes. A connection structure is provided.

本発明の地中埋設管の接続構造を用いた地中熱交換システムを示す概略図である。It is the schematic which shows the underground heat exchange system using the connection structure of the underground pipe | tube of this invention. 本発明の一実施形態の地中埋設管の接続構造を示す断面図である。It is sectional drawing which shows the connection structure of the underground burial pipe of one Embodiment of this invention. 対をなす地中埋設管の接続方法を説明するための断面図である。It is sectional drawing for demonstrating the connection method of the underground pipe | tube which makes a pair. 従来の地中埋設管の接続構造の一部を示す断面図である。It is sectional drawing which shows a part of connection structure of the conventional underground pipe.

以下、本発明を適用した地中埋設管の接続構造について、図面を参照して説明する。なお、以下の説明で用いる図面は模式的なものであり、長さ、幅、及び厚みの比率等は実際のものと同一とは限らず、適宜変更することができる。   Hereinafter, a connection structure for underground pipes to which the present invention is applied will be described with reference to the drawings. The drawings used in the following description are schematic, and the length, width, thickness ratio, and the like are not necessarily the same as the actual ones, and can be changed as appropriate.

図1は、本発明を適用した一実施形態である地中埋設管の接続構造10(以下、単に接続構造10という)を用いた地中熱交換システム1を示す概略図である。
図1に示すように、地中熱交換システム1は、送風機5と、地中埋設管11と、を備えている。
送風機5は、外気を取り込んで地中埋設管11の中空部内を通させるためのものであり、例えば地面Gに設置されている。
複数の地中埋設管11は、接続構造10をもって配管同士が接続されている。
地中埋設管11は、送風機5から地中埋設管11の中空部に取り込んだ外気の熱と地熱との間で熱交換を行い、熱交換された外気を地面G上の建物7内に導出するためのものである。地中埋設管11の一端は、送風機5に接続されている。地中埋設管11の他端は、建物7内で開放されている。そして、地中埋設管11の少なくとも一部は、地中Uに埋設されている。
なお、地中埋設管11内に充分な量の外気を直接取り込み、その外気を地中埋設管11内において矢印の方向に送ることが可能であれば、送風機5は省略されていてもよい。例えば、地中埋設管11の一端が地上に開放されていてもよい。
FIG. 1 is a schematic view showing an underground heat exchange system 1 using a buried underground pipe connection structure 10 (hereinafter simply referred to as a connection structure 10) according to an embodiment to which the present invention is applied.
As shown in FIG. 1, the underground heat exchange system 1 includes a blower 5 and an underground pipe 11.
The blower 5 is for taking in outside air and allowing it to pass through the hollow portion of the underground tube 11, and is installed on the ground G, for example.
The plurality of underground pipes 11 are connected to each other with a connection structure 10.
The underground pipe 11 exchanges heat between the heat of the outside air taken into the hollow portion of the underground pipe 11 from the blower 5 and the geothermal heat, and derives the heat-exchanged outside air into the building 7 on the ground G. Is to do. One end of the underground pipe 11 is connected to the blower 5. The other end of the underground pipe 11 is opened in the building 7. And at least a part of the underground pipe 11 is embedded in the underground U.
The blower 5 may be omitted as long as a sufficient amount of outside air can be directly taken into the underground pipe 11 and the outside air can be sent in the direction of the arrow in the underground pipe 11. For example, one end of the underground pipe 11 may be open to the ground.

接続構造10は、管内に取り込んだ外気の熱と地熱との間で熱交換可能な複数の地中埋設管11を備え、端部同士を嵌合させることで複数の地中埋設管11を直列に接続したものである。   The connection structure 10 includes a plurality of underground pipes 11 capable of exchanging heat between the heat of the outside air taken into the pipe and the geothermal heat, and the plurality of underground pipes 11 are connected in series by fitting ends. Is connected to.

図2は、本実施形態の接続構造10を示す断面図であり、一対の地中埋設管11,11の接続部を示す断面図である。なお、接続構造10は、三以上の地中埋設管11を直列に接続し、二以上の接続部を有していてもよい。
図2に示すように、一対の地中埋設管11,11の管本体20の長手方向にはそれぞれ、間隔をあけて外周面から径方向に張り出した複数のリブ16,21が形成されている。リブ16の張り出し部分は、リブ21の張り出し部分より大きくなっているが、リブ21の張り出し部分より小さくてもよく、リブ21の張り出し部分と略同面積とされていても構わない。
FIG. 2 is a cross-sectional view showing the connection structure 10 of the present embodiment, and is a cross-sectional view showing a connection portion between a pair of underground pipes 11 and 11. The connection structure 10 may have three or more underground buried pipes 11 connected in series, and may have two or more connection portions.
As shown in FIG. 2, a plurality of ribs 16 and 21 projecting radially from the outer peripheral surface are formed at intervals in the longitudinal direction of the pipe body 20 of the pair of underground pipes 11 and 11. . The projecting portion of the rib 16 is larger than the projecting portion of the rib 21, but may be smaller than the projecting portion of the rib 21 and may have substantially the same area as the projecting portion of the rib 21.

地中埋設管11の材質は、外気の熱と地熱との間で熱交換可能であれば、特に限定されない。地中埋設管11の材質としては、例えばポリ塩化ビニル樹脂が挙げられる。なお、地中埋設管11の耐性を高める点から、ポリ塩化ビニル樹脂からなる地中埋設管11の外周面にAES樹脂やASA樹脂のような耐光性樹脂層が被覆されていることが好ましい。
管本体20及びリブ16,21のそれぞれの厚みは、各部材の材質の熱伝導性等を勘案して設定されていることが好ましい。
地中埋設管11は、例えば金型成形により成形されているものである。
The material of the underground tube 11 is not particularly limited as long as heat exchange is possible between the heat of the outside air and the geothermal heat. Examples of the material of the underground pipe 11 include polyvinyl chloride resin. In addition, from the point which raises the tolerance of the underground pipe | tube 11, it is preferable that the light-resistant resin layer like AES resin or ASA resin is coat | covered on the outer peripheral surface of the underground pipe | tube 11 which consists of polyvinyl chloride resin.
The thicknesses of the tube body 20 and the ribs 16 and 21 are preferably set in consideration of the thermal conductivity of the material of each member.
The underground pipe 11 is formed by, for example, mold forming.

接続構造10において、一対の地中埋設管11のうち、地中埋設管2(一方の地中埋設管)の端部30は管挿口であり、地中埋設管3(他方の地中埋設管)の端部31は管受口である。即ち、地中埋設管2の端部30に地中埋設管3の端部31が矢印のD2方向から外嵌されている。地中埋設管3の端部31は、地中埋設管2の端部30を挿入可能とされており、拡径している。   In the connection structure 10, among the pair of underground pipes 11, the end 30 of the underground pipe 2 (one underground pipe) is a pipe insertion port, and the underground pipe 3 (the other underground pipe). An end 31 of the tube is a tube receiving port. That is, the end portion 31 of the underground tube 3 is externally fitted to the end portion 30 of the underground tube 2 from the direction D2 of the arrow. The end portion 31 of the underground tube 3 can be inserted into the end portion 30 of the underground tube 2 and has an enlarged diameter.

地中埋設管2の端部30側の端縁38に最も近いリブ16A(第一のリブ)とリブ16Aに隣接するリブ16B(第二のリブ)との隙間17Aには、環状の弾性部材32が装着されている。弾性部材32は、地中埋設管2,3の接続部における止水性を高めるためのものである。地中埋設管3の端部31は、少なくとも弾性部材32を覆うように地中埋設管2の端部30に外嵌されている。従って、地中埋設管3の端部31側の端縁は、断面視において地中埋設管2の端部30側のリブ16Bと略重なるように配置されている。   In the gap 17A between the rib 16A (first rib) closest to the edge 38 on the end 30 side of the underground pipe 2 and the rib 16B (second rib) adjacent to the rib 16A, an annular elastic member is provided. 32 is mounted. The elastic member 32 is for increasing the water-stopping property at the connecting portion between the underground pipes 2 and 3. The end 31 of the underground pipe 3 is fitted on the end 30 of the underground pipe 2 so as to cover at least the elastic member 32. Therefore, the end edge on the end 31 side of the underground pipe 3 is arranged so as to substantially overlap the rib 16B on the end 30 side of the underground pipe 2 in a cross-sectional view.

弾性部材32の外周面には、弾性部材32及び地中埋設管2の周回方向に延びる溝部36が形成されている。溝部36が形成されていることで、弾性部材32に周回方向の引張力が加わった場合に、この引張力に対して引張り応力が作用する弾性部材32の断面積が実質上減少する。これにより、同一の周回方向の引張力のもとで、引張り応力が増大され、弾性部材32が大きく伸びる。従って、比較的低い周方向引張力でも弾性部材32が充分に拡径し、隙間17Aへの装着が容易に行われる。
弾性部材32の材料としては、例えば合成ゴム、EPDM、SBR、エラストマー等が挙げられる。
On the outer peripheral surface of the elastic member 32, a groove 36 extending in the circumferential direction of the elastic member 32 and the underground tube 2 is formed. By forming the groove portion 36, when a tensile force in the circumferential direction is applied to the elastic member 32, the cross-sectional area of the elastic member 32 on which a tensile stress acts on the tensile force is substantially reduced. Thereby, the tensile stress is increased under the same tensile force in the circumferential direction, and the elastic member 32 is greatly elongated. Therefore, the elastic member 32 is sufficiently expanded in diameter even with a relatively low circumferential tensile force, and can be easily mounted in the gap 17A.
Examples of the material of the elastic member 32 include synthetic rubber, EPDM, SBR, and elastomer.

地中埋設管2の端縁38は、保護部材34によって被覆されている。保護部材34は、地中埋設管3の端部31を地中埋設管2の端部30に矢印のD2方向から外嵌させる際に、端部30,31の管本体20同士の衝突による破損を防ぐためのものである。保護部材34の材料としては、例えば合成ゴム、EPDM、SBR、エラストマー、等が挙げられる。   The edge 38 of the underground pipe 2 is covered with a protective member 34. The protection member 34 is damaged when the end portion 31 of the underground tube 3 is externally fitted to the end portion 30 of the underground tube 2 from the direction D2 of the arrow due to the collision between the tube bodies 20 of the end portions 30 and 31. Is to prevent. Examples of the material of the protective member 34 include synthetic rubber, EPDM, SBR, and elastomer.

次いで、地中埋設管2,3の接続方法について、図3を参照して説明する。図3は、地中埋設管2,3の接続方法を説明するための断面図である。
なお、図3に示す構成要素において、図2に示す接続構造10の構成要素と同一の構成要素については、同一の符号を付し、その説明を省略する。
Next, a method of connecting the underground pipes 2 and 3 will be described with reference to FIG. FIG. 3 is a cross-sectional view for explaining a method of connecting the underground pipes 2 and 3.
3, the same components as those of the connection structure 10 illustrated in FIG. 2 are denoted by the same reference numerals, and the description thereof is omitted.

先ず、地中埋設管2,3を用意し、図3に示すように、地中埋設管2の端縁38を保護部材34で被覆する。また、地中埋設管2のリブ16Aと隣接するリブ16Bとの隙間17Aに、弾性部材32を装着する。   First, underground pipes 2 and 3 are prepared, and the edge 38 of the underground pipe 2 is covered with a protective member 34 as shown in FIG. Further, the elastic member 32 is mounted in the gap 17A between the rib 16A of the underground pipe 2 and the adjacent rib 16B.

次に、地中埋設管2の端部30に地中埋設管3の端部31を外嵌させる。この際、地中埋設管3の端部31側の端縁は、地中埋設管2のリブ16Bと略重なっている必要はない。地中埋設管3の端部31は、手作業で可能な範囲で地中埋設管2の端部30に軽く外嵌させればよい。
そして、地中埋設管3の端部31とは反対側の端部(図示略)の開口を適当な部材(図示略)で塞ぐ。地中埋設管2の端部30とは反対側の端部の開口には、吸引装置40を装着する。これにより、地中埋設管2,3の中空部は密閉空間となる。
続いて、吸引装置40を作動させ、矢印のD1方向に地中埋設管2,3の中空部内の空気を吸引する。これにより、地中埋設管3が矢印のD2方向に移動し、地中埋設管2,3が互いに近接する。地中埋設管2,3の中空部内の吸引を、地中埋設管3の端部31側の端縁が地中埋設管2のリブ16Bと略重なるまで行うことで、地中埋設管2,3が確実に接続され、図2に示す接続構造10が完成する。
Next, the end portion 31 of the underground tube 3 is fitted on the end portion 30 of the underground tube 2. At this time, the end edge on the end 31 side of the underground pipe 3 need not substantially overlap the rib 16B of the underground pipe 2. The end 31 of the underground pipe 3 may be lightly fitted around the end 30 of the underground pipe 2 within a range that can be manually performed.
And the opening of the edge part (illustration omitted) on the opposite side to the edge part 31 of the underground pipe | tube 3 is plugged up with a suitable member (illustration omitted). A suction device 40 is attached to the opening at the end opposite to the end 30 of the underground pipe 2. Thereby, the hollow part of underground pipes 2 and 3 becomes a sealed space.
Subsequently, the suction device 40 is operated to suck the air in the hollow portions of the underground pipes 2 and 3 in the direction D1 indicated by the arrow. As a result, the underground pipe 3 moves in the direction D2 indicated by the arrow, and the underground pipes 2 and 3 approach each other. By performing suction in the hollow portion of the underground pipes 2 and 3 until the end edge on the end 31 side of the underground pipe 3 substantially overlaps the rib 16B of the underground pipe 2, 3 are securely connected, and the connection structure 10 shown in FIG. 2 is completed.

上記説明した接続構造10を備えた図1に示す地中熱交換システム1では、外気が送風機5から、地中埋設管11の中空部に導入され、地中との熱交換が行われて建物7内に取り込まれる。
本実施形態において、地中埋設管11の管本体20の外周面には、径方向に張り出したリブ16,21が地中埋設管11の軸線方向(即ち、図2に示すD2方向)に沿って間隔をあけて複数形成されている。一対の地中埋設管11,11のうち、地中埋設管2の端縁38に最も近いリブ16Aとリブ16Aに隣接するリブ16Bとの隙間17Aに環状の弾性部材32が設けられている。そして、地中埋設管3の端部31が弾性部材32で気密性を確保しつつ地中埋設管2の端部30に外嵌されている。
接続構造10によれば、従前のように隙間17Aが空隙とされておらず、隙間17Aには弾性部材32が配置されているので、地中埋設管11の中空部に導入された湿気及び結露等により発生した水の隙間17Aへの浸入が許されず、これらの湿気や水が隙間17Aに溜まることを防止することができる。
従って、本発明によれば、直列に接続された複数の地中埋設管11,…,11を備え、地中埋設管11,11同士の接続部に湿気や水が溜まることなく、衛生面に優れた接続構造10が提供される。
In the underground heat exchange system 1 shown in FIG. 1 provided with the connection structure 10 described above, outside air is introduced from the blower 5 into the hollow portion of the underground pipe 11 to exchange heat with the underground. 7 is taken in.
In the present embodiment, ribs 16 and 21 projecting in the radial direction are provided on the outer peripheral surface of the pipe body 20 of the underground pipe 11 along the axial direction of the underground pipe 11 (that is, the direction D2 shown in FIG. 2). Are formed at intervals. An annular elastic member 32 is provided in a gap 17A between the rib 16A closest to the end edge 38 of the underground buried pipe 2 and the rib 16B adjacent to the rib 16A among the pair of underground buried pipes 11 and 11. The end 31 of the underground tube 3 is externally fitted to the end 30 of the underground tube 2 while securing airtightness with the elastic member 32.
According to the connection structure 10, the gap 17 </ b> A is not a gap as before, and the elastic member 32 is disposed in the gap 17 </ b> A. Therefore, moisture and condensation introduced into the hollow portion of the underground tube 11. It is not allowed to enter the water gap 17A generated by the above, and it is possible to prevent the moisture and water from collecting in the gap 17A.
Therefore, according to the present invention, a plurality of underground pipes 11,..., 11 connected in series are provided, and moisture and water do not accumulate in the connection portion between the underground pipes 11, 11, so that hygiene can be achieved. An excellent connection structure 10 is provided.

また、本実施形態の接続構造10では、弾性部材32の外周面には、前記地中埋設管の周回方向に延びる溝部が形成されていることが好ましい。この構成によれば、比較的低い周方向引張力でも弾性部材32が充分に拡径し、弾性部材32を弾性部材3の隙間17Aに容易に装着することができる。   Moreover, in the connection structure 10 of this embodiment, it is preferable that the outer peripheral surface of the elastic member 32 is formed with a groove portion extending in the circumferential direction of the underground pipe. According to this configuration, the elastic member 32 can sufficiently expand in diameter even with a relatively low circumferential tensile force, and the elastic member 32 can be easily mounted in the gap 17 </ b> A of the elastic member 3.

また、本実施形態の接続構造10では、地中埋設管2の端縁38が保護部材34に覆われていることが好ましい。この構成によれば、地中埋設管2,3の接続時に、地中埋設管2の端部30と地中埋設管3の端部31が衝突して破損することを確実に防止することができる。   Moreover, in the connection structure 10 of this embodiment, it is preferable that the edge 38 of the underground pipe 2 is covered with the protective member 34. According to this configuration, when the underground pipes 2 and 3 are connected, the end 30 of the underground pipe 2 and the end 31 of the underground pipe 3 can be reliably prevented from colliding and being damaged. it can.

以上、本発明の好ましい実施形態について詳述したが、本発明は係る特定の実施形態に限定されるものではなく、特許請求の範囲内に記載された本発明の要旨の範囲内において、種々の変形・変更が可能である。   The preferred embodiments of the present invention have been described in detail above. However, the present invention is not limited to the specific embodiments, and various modifications are possible within the scope of the gist of the present invention described in the claims. Deformation / change is possible.

10…接続構造、11…地中埋設管、16,21…リブ、16A…リブ(第一のリブ)、16B…リブ(第二のリブ)、32…弾性部材、34…保護部材、36…溝部、38…端縁 DESCRIPTION OF SYMBOLS 10 ... Connection structure, 11 ... Underground pipe, 16, 21 ... Rib, 16A ... Rib (first rib), 16B ... Rib (second rib), 32 ... Elastic member, 34 ... Protection member, 36 ... Groove, 38 ... edge

Claims (3)

一対の地中埋設管を備え、
前記地中埋設管の外周面には、径方向に張り出したリブが前記地中埋設管の軸線方向に沿って間隔をあけて複数形成され、
一方の地中埋設管の端縁に最も近い第一のリブと前記第一のリブに隣接する第二のリブとの間に環状の弾性部材が設けられ、
他方の地中埋設管の端部が前記弾性部材で気密性を確保しつつ前記一方の地中埋設管に外嵌されている地中埋設管の接続構造。
With a pair of underground pipes,
On the outer peripheral surface of the underground pipe, a plurality of ribs extending in the radial direction are formed at intervals along the axial direction of the underground pipe,
An annular elastic member is provided between the first rib closest to the edge of one underground pipe and the second rib adjacent to the first rib,
The connection structure of the underground pipe | tube with which the edge part of the other underground pipe | tube is externally fitted by said one underground pipe | tube while ensuring airtightness with the said elastic member.
前記弾性部材の外周面には、前記地中埋設管の周回方向に延びる溝部が形成されている請求項1に記載の地中埋設管の接続構造。   The underground buried pipe connection structure according to claim 1, wherein a groove extending in a circumferential direction of the underground pipe is formed on an outer peripheral surface of the elastic member. 前記一方の前記地中埋設管の前記端縁が保護部材によって覆われている請求項1又は2に記載の地中埋設管の接続構造。   The underground pipe connection structure according to claim 1 or 2, wherein the edge of the one underground pipe is covered with a protective member.
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JP2002340251A (en) * 2001-05-14 2002-11-27 Shinmei Sangyo:Kk Connecting joint for concrete pipe and foreign pipe
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57124691U (en) * 1981-01-28 1982-08-03
US4398726A (en) * 1981-07-06 1983-08-16 J-M Manufacturing Company Inc. Pipe section including a gasketed spigot end and method of making the same
JPS5891087U (en) * 1981-12-16 1983-06-20 日本プラスト株式会社 Air conditioning duct connection device
JPH06281069A (en) * 1993-03-24 1994-10-07 Sekisui Chem Co Ltd Connecting structure for ribbed pipe
JPH0687440U (en) * 1993-06-07 1994-12-22 株式会社クボタ Rib pipe fittings
JPH11101378A (en) * 1997-09-30 1999-04-13 Sekisui Chem Co Ltd Connection structure of pipe with ribs
JP2002340251A (en) * 2001-05-14 2002-11-27 Shinmei Sangyo:Kk Connecting joint for concrete pipe and foreign pipe
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