JPH0584789B2 - - Google Patents
Info
- Publication number
- JPH0584789B2 JPH0584789B2 JP28115586A JP28115586A JPH0584789B2 JP H0584789 B2 JPH0584789 B2 JP H0584789B2 JP 28115586 A JP28115586 A JP 28115586A JP 28115586 A JP28115586 A JP 28115586A JP H0584789 B2 JPH0584789 B2 JP H0584789B2
- Authority
- JP
- Japan
- Prior art keywords
- heat
- snow
- members
- diagonal
- heat pipes
- 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.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000002844 melting Methods 0.000 claims description 2
- 230000008018 melting Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 description 9
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 239000000470 constituent Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は降雪地帯に建設された鉄塔、例えば送
電線用鉄塔、スキーリフト用鉄塔等の脚部の部材
に加わる積雪圧(沈降力、移動圧)を低減するた
めの方法の改良に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention is designed to reduce snow pressure (sedimentation force, movement This invention relates to improvements in methods for reducing pressure.
降雪地帯に建設された鉄塔の下部には、積雪が
あると、時間の経過や気温の変化に伴つて積雪圧
が加わるため、場合によつては、鉄塔下部を構成
する脚部の部材が破損することがある。これを防
ぐため、豪雪地帯の鉄塔脚部は、その構成部材を
太くするなどして強度を高めたり、定期的に入力
等により除雪することが行われている。
If there is snow at the bottom of a steel tower built in a snowy area, snow pressure will be applied as time passes and temperature changes, and in some cases, the leg members that make up the bottom of the tower may break. There are things to do. To prevent this, steel tower legs in areas with heavy snowfall are strengthened by making their constituent members thicker, and snow is removed periodically by inputs.
これに代るものとして、最近、地熱を利用した
ヒートパイプの適用が提案されている。その方法
は、ヒートパイプの一方端側を地中に埋設し、他
方端側を鉄塔脚部の保護すべき部材に沿わせ、地
熱を利用して部材付近を融雪する方法で、この方
法であれば、確かに積雪圧の低減効果はある。し
かし、この方法の場合、ヒートパイプの適用場所
を誤つた場合には、部材保護の目的が達成できな
いことが予想されるため、目星い部材については
全てヒートパイプを沿わせなければならなくな
り、経済性あるいは施工においてあまり実用的で
あるとはいえない。 As an alternative to this, the application of heat pipes that utilize geothermal energy has recently been proposed. The method is to bury one end of the heat pipe underground, place the other end along the parts of the tower legs that need to be protected, and use geothermal heat to melt snow near the parts. In other words, it certainly has the effect of reducing snow pressure. However, with this method, if the heat pipe is applied in the wrong place, the purpose of protecting the component cannot be achieved, so the heat pipe must be placed along all the target components. It cannot be said that it is very practical in terms of economy or construction.
本発明はこような状況に鑑み、ヒートパイプの
布設を工夫することにより経済的で効率の良い積
雪圧の低減法を提供すべくなされたものである。
In view of these circumstances, the present invention has been made in order to provide an economical and efficient method for reducing snow pressure by devising the installation of heat pipes.
本発明の要旨は、主脚材、斜材、補助材等で構
成される鉄塔脚部の裏側であつて、主脚材を頂辺
とし斜材、補助材等で構成される両側面と、斜材
間を結ぶ裏打面とで囲まれた空間内に、少なくと
も1本のヒートパイプの放熱部を布設することに
より、部材に加わる積雪圧を低減することにあ
る。
The gist of the present invention is that the back side of a steel tower leg section composed of main leg members, diagonal members, auxiliary members, etc., with the main leg member at the top and both sides composed of diagonal members, auxiliary members, etc.; The objective is to reduce the snow pressure applied to the members by installing at least one heat pipe heat dissipating part in the space surrounded by the backing surface connecting the diagonal members.
図面を参照して本発明を説明すると、第1図に
示す実施例においては、鉄塔下部は、主脚材1、
水平材2、斜材3、補助材4、裏打材5、及び基
礎6からなつており、そこには、一方端側を基礎
6近傍の地中に埋設した3本のヒートパイプ7
1,72,73が布設されている。ヒートパイプ
71,72,73の放熱部となる他端側は、第3
図にも示すように、主脚材1を頂辺とし斜材3、
補助材4等で構成される側面F1,F2と、斜材
3、裏打材5等で構成される裏打面F3とで囲ま
れた空間Sの中に、部材2,3,4等との間に間
〓をおき、互に分離された形で布設されている。
この場合、図示はされていないが、布設位置を確
保するため熱絶縁機能を有する取付治具が適宜介
装されている。
To explain the present invention with reference to the drawings, in the embodiment shown in FIG.
It consists of horizontal members 2, diagonal members 3, auxiliary members 4, backing materials 5, and foundations 6, and there are three heat pipes 7 with one end buried underground near the foundations 6.
1, 72, and 73 are installed. The other ends of the heat pipes 71, 72, and 73, which serve as heat dissipation parts, are connected to the third
As shown in the figure, the main landing gear member 1 is the top side, and the diagonal member 3,
Between the members 2, 3, 4, etc., in a space S surrounded by side surfaces F1, F2 composed of auxiliary materials 4, etc., and a backing surface F3 composed of diagonal materials 3, lining materials 5, etc. They are laid separated from each other with a gap between them.
In this case, although not shown, a mounting jig having a thermal insulation function is appropriately interposed to secure the installation position.
ヒートパイプ71,72,73は、地中に埋設
される部分が1本であつてもよく、図示するよう
に、集中せずに分散していても差支えない。 The heat pipes 71, 72, 73 may have only one portion buried underground, or may be dispersed without being concentrated as shown in the figure.
通常、降雪時であつても、地表から数メートル
以上の深さの地中温度は10℃前後であるから、そ
こにヒートパイプ71,72,73の一方端側を
集熱部として埋設しておけば、地表側の温度が低
下すれば、地中の熱は内部に封入されているフロ
ンアンモニア等の作動液を介して急速に地上へ輸
送されて放熱される。従つてそのとき降雪があつ
て鉄塔の脚部が積雪に覆われても、ヒートパイプ
71,72,73は地上部で放熱を継続するた
め、ヒートパイプ71,72,73の周囲の雪は
とかされ、そのまわりには夫々空洞が形成され
る。この空洞は、ヒートパイプ71,72,73
の地上部に沿つて円筒状に成される。しかして積
雪が沈降したり、移動すると、ヒートパイプ7
1,72,73に接近する雪が順次溶かされるた
め、前記空洞は、雪の沈降ないし移動する方向へ
順次拡大されて大きなものとなる。従つて、積雪
の沈降力となる力線は途中で分断されて不連続と
なり、鉄塔脚部の斜材3、補助材4等に加わる積
雪の荷重は、半減することになる。この場合、ヒ
ートパイプ71,72,73による融雪による空
洞が成長して部材面まで到達すれば、当該部材に
加わる積雪圧はより軽減されることは言うまでも
ない。尚、この例では土壌熱を熱としているが、
地下水がある場合には、それを熱源に利用しても
差支えない。 Normally, even during snowfall, the underground temperature at a depth of several meters or more from the ground surface is around 10°C, so one end of the heat pipes 71, 72, and 73 is buried there as a heat collecting part. If the temperature at the surface of the earth falls, the heat in the earth will be quickly transported to the ground through the hydraulic fluid such as fluorocarbon ammonia sealed inside and radiated away. Therefore, even if it snows at that time and the legs of the steel tower are covered with snow, the heat pipes 71, 72, 73 will continue dissipating heat above ground, so the snow around the heat pipes 71, 72, 73 will be removed. and a cavity is formed around each of them. This cavity has heat pipes 71, 72, 73
It is formed into a cylindrical shape along the above-ground part of the ground. However, if the snow settles or moves, the heat pipe 7
Since the snow approaching 1, 72, and 73 is sequentially melted, the cavity becomes larger as it sequentially expands in the direction of snow settling or movement. Therefore, the line of force that causes the settling force of the snowfall is broken in the middle and becomes discontinuous, and the load of the snowfall applied to the diagonal members 3, auxiliary members 4, etc. of the tower legs is halved. In this case, it goes without saying that if the cavity caused by snow melting by the heat pipes 71, 72, 73 grows and reaches the surface of the member, the snow pressure applied to the member will be further reduced. In this example, soil heat is used as heat, but
If groundwater is available, it may be used as a heat source.
また、空間S内へ布設されたヒートパイプの放
熱部はほぼ直線状の場合を示したが、これはスパ
イラル状、ジグザグ状であつても差支えない。勿
論、ヒートパイプの放熱部は3本に限定されるも
のではなく、1本でも差支えない。 Further, although the heat dissipating portion of the heat pipe installed in the space S is shown to have a substantially straight shape, it may have a spiral shape or a zigzag shape. Of course, the number of heat dissipating parts of the heat pipe is not limited to three, and may be one.
以上本発明によれば、鉄塔脚部の特定個所に地
中の熱を熱源としたヒートパイプを布設して積雪
を溶かすようにしたので、少ない数のヒートパイ
プで脚部の構成部材に加わる積雪圧を効率良く低
減することができ、施工も容易で、雪害対策にお
ける経費を軽減できる効果があり、その実用価値
は大なるものがある。
As described above, according to the present invention, heat pipes using underground heat as a heat source are installed at specific locations on the tower legs to melt snow accumulation, so a small number of heat pipes are used to add snow to the constituent members of the legs. It can efficiently reduce pressure, is easy to construct, and has the effect of reducing costs for snow damage countermeasures, so it has great practical value.
第1図は本発明に係る方法の一実施例を示す説
明図、第2図は第1図中のB−B線に沿つてみた
ときのヒートパイプの位置を示す略図、第3図は
同じくA−A線部の略図である。
1:主脚材、2:斜材、3:水平材、4:補助
材、5:裏打材、6:基礎、71,72及び7
3:ヒートパイプ、F1及びF2:側面、F3:
裏打面、S:空間。
Fig. 1 is an explanatory diagram showing one embodiment of the method according to the present invention, Fig. 2 is a schematic diagram showing the position of the heat pipe when viewed along line B-B in Fig. 1, and Fig. 3 is the same. It is a schematic diagram of the AA line section. 1: Main leg material, 2: Diagonal material, 3: Horizontal material, 4: Auxiliary material, 5: Backing material, 6: Foundation, 71, 72 and 7
3: Heat pipe, F1 and F2: side, F3:
Backing surface, S: Space.
Claims (1)
鉄塔脚部の裏側であつて、主脚材1を頂辺として
斜材3、補助材4等で構成される両側面F1,F
2と、斜材3間を結ぶ裏打面F3とで囲まれ空間
S内に、一方端側を地中に埋設した少なくとも1
本のヒートパイプ71,72,73の他方端側を
布設し、地熱を利用してヒートパイプ71,7
2,73の前記他方端側の周囲の雪を溶かすこと
を特徴とする鉄塔脚部材の積雪圧低減法。1 The back side of the tower leg section consisting of the main leg member 1, diagonal member 3, auxiliary member 4, etc., and both sides F1 consisting of the diagonal member 3, auxiliary member 4, etc. with the main leg member 1 as the top side ,F
2 and a backing surface F3 that connects the diagonal members 3.
The other end side of the heat pipes 71, 72, 73 is laid, and the heat pipes 71, 7 are installed using geothermal heat.
A method for reducing snow pressure on a steel tower leg member, characterized by melting snow around the other end of No. 2,73.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28115586A JPS63134766A (en) | 1986-11-26 | 1986-11-26 | Method for reducing snow pressure on steel tower leg members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28115586A JPS63134766A (en) | 1986-11-26 | 1986-11-26 | Method for reducing snow pressure on steel tower leg members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63134766A JPS63134766A (en) | 1988-06-07 |
| JPH0584789B2 true JPH0584789B2 (en) | 1993-12-03 |
Family
ID=17635123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28115586A Granted JPS63134766A (en) | 1986-11-26 | 1986-11-26 | Method for reducing snow pressure on steel tower leg members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63134766A (en) |
-
1986
- 1986-11-26 JP JP28115586A patent/JPS63134766A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63134766A (en) | 1988-06-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3228728B2 (en) | Ground improvement method by board drain using freeze-thaw | |
| JPH0584789B2 (en) | ||
| KR20180009564A (en) | road freezing preventing system | |
| Cole et al. | The economic impact and consequences of global climate change on Alaska’s infrastructure | |
| JPS63134767A (en) | Reduction of snow pressure of leg part of iron tower | |
| KR20240040257A (en) | Road icing delay system | |
| CN209040128U (en) | A kind of assembled rod piece skeleton protective slope structure of docking | |
| CN103899849B (en) | A method and device for preventing pipe body thawing in permafrost regions by using a flexible limit belt device | |
| JPS5985036A (en) | Freeze damage prevention pile | |
| USH1237H (en) | Method for stabilizing an area of the earth's surface | |
| JPS62178667A (en) | Steel tower snow melting equipment | |
| JPS63315774A (en) | Snow damage protective device | |
| Nees | Pile foundations for large towers on permafrost | |
| Ellison | Earthquake damage to roads and bridges: Madang, TPNG-November 1970 | |
| JPH03100215A (en) | Snow melting device | |
| JPS62178669A (en) | Snow melting device at the bottom of the steel tower | |
| JP2993596B2 (en) | Road surface heating device for snow melting | |
| RU2175042C2 (en) | Method for trenchless driving of pipe under obstacle to convey products of subzero temperature | |
| JPH04169668A (en) | Steel tower snow damage prevention device | |
| JPH11124807A (en) | Embedded joint | |
| JP2518206Y2 (en) | Heat pipe type snow melting equipment with auxiliary heat source | |
| JPH018565Y2 (en) | ||
| RU2115786C1 (en) | Tunnel lining | |
| JPS63194006A (en) | Snow melting apparatus | |
| Jumikis | The soil-culvert-temperature system upon freezing |