JPS60164099A - Ground heating equipment around low-temperature underground structures - Google Patents
Ground heating equipment around low-temperature underground structuresInfo
- Publication number
- JPS60164099A JPS60164099A JP1614784A JP1614784A JPS60164099A JP S60164099 A JPS60164099 A JP S60164099A JP 1614784 A JP1614784 A JP 1614784A JP 1614784 A JP1614784 A JP 1614784A JP S60164099 A JPS60164099 A JP S60164099A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- temperature underground
- hot water
- low
- ground
- 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.)
- Granted
Links
- 238000010438 heat treatment Methods 0.000 title claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 24
- 238000009412 basement excavation Methods 0.000 claims description 7
- 239000008187 granular material Substances 0.000 claims description 7
- 238000005260 corrosion Methods 0.000 description 6
- 230000007797 corrosion Effects 0.000 description 5
- 239000003673 groundwater Substances 0.000 description 4
- 230000001681 protective effect Effects 0.000 description 4
- 239000004576 sand Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000013618 particulate matter Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C13/00—Details of vessels or of the filling or discharging of vessels
- F17C13/10—Arrangements for preventing freezing
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
- F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
- F17C2223/0146—Two-phase
- F17C2223/0153—Liquefied gas, e.g. LPG, GPL
- F17C2223/0161—Liquefied gas, e.g. LPG, GPL cryogenic, e.g. LNG, GNL, PLNG
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2227/00—Transfer of fluids, i.e. method or means for transferring the fluid; Heat exchange with the fluid
- F17C2227/03—Heat exchange with the fluid
- F17C2227/0302—Heat exchange with the fluid by heating
- F17C2227/0309—Heat exchange with the fluid by heating using another fluid
- F17C2227/0316—Water heating
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2270/00—Applications
- F17C2270/01—Applications for fluid transport or storage
- F17C2270/0142—Applications for fluid transport or storage placed underground
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は低温地下構造物、例えば低温地下タンクや低温
地下倉庫等の周囲地盤の凍結を制御、制限するためのヒ
ーティング装置に係るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a heating device for controlling and limiting freezing of the ground surrounding low-temperature underground structures, such as low-temperature underground tanks and low-temperature underground warehouses.
従来のこの種の装置は、温水の循環する二重管部と、地
下構造物の周囲地盤に埋設され前記二重管部を保護する
密閉構造の保論管とからなる三重管構造に構成され、保
護管と二重管との間に砂等の充填物が横裂されていた。Conventional equipment of this type has a triple-pipe structure consisting of a double-pipe section through which hot water circulates, and a storage pipe with a sealed structure that is buried in the ground surrounding the underground structure and protects the double-pipe section. , the filler such as sand was torn horizontally between the protective tube and the double tube.
このように前記従来の装置においては、保護管と温水の
循環する二重管部との間に砂等の粒状物が充填されてい
るだけであるので熱の伝導性が悪(、ヒーティング効率
が悪かった。また加熱部の二重管部を修理しようとする
場合、同二重管部と保護管との間に砂等が充填されいる
ため、二重管部の引抜きが困難になる。In this way, in the conventional device, only granular materials such as sand are filled between the protective tube and the double pipe section through which hot water circulates, resulting in poor thermal conductivity (and heating efficiency). In addition, when attempting to repair the double tube section of the heating section, sand or the like is filled between the double tube section and the protective tube, making it difficult to pull out the double tube section.
このような欠点を除去するために前記二重管部と保護管
との間に、粒状物の他に水を充填すると保護管内面が腐
蝕する惧れかあり、同保護管及び二重管部の双方の腐蝕
を防止するためには防蝕装置が必要となり、そのために
経済性が悪くなる。In order to eliminate such defects, if water is filled in addition to particulate matter between the double pipe section and the protection tube, there is a risk that the inner surface of the protection tube will corrode. In order to prevent corrosion on both sides, a corrosion protection device is required, which makes it uneconomical.
本発明はこのような問題点を解決するために提案された
もので、低温地下構造物の周囲地盤に配設された掘削孔
に有孔保護管を挿入するとともに、同保護管外周と前記
掘削孔内壁との間に細石、砂利等の粒状物を横裂し、前
記保欣管内には同管と間隔を存して温水管を挿入してな
ることを特徴とする低温地下構造物の周囲地盤ヒーティ
ング装置に係るものである。The present invention was proposed to solve these problems, and involves inserting a perforated protection pipe into an excavation hole installed in the ground surrounding a low-temperature underground structure, and connecting the outer periphery of the protection pipe with the excavation hole. The surroundings of a low-temperature underground structure characterized in that granular materials such as fine stones and gravel are laterally split between the inner wall of the hole and a hot water pipe is inserted into the protection pipe with a gap between the pipe and the same. This relates to ground heating equipment.
本発明に係る低温地下構造物の周辺地盤ヒーテイング装
置は前記したように、低温地下構造物の周囲地盤に配設
された掘削孔に有孔保診管を挿入するとともに、同保護
管外周と掘削孔との間に細石、砂利等の粒状物を充填し
たので、地下水が前記保護管内にその有孔部から進入し
、同保護管内に同管と間隔を存して挿入された温水管か
らの熱伝導がよくなり、低温地下構造物の周囲地盤に対
するヒーティング効率が向上する。この際前記保護管と
掘削孔との間に横裂された粒状物によって地下水が濾過
され、有孔保護管内への異物の侵入が防止される。As described above, the surrounding ground heating device for a low-temperature underground structure according to the present invention involves inserting a perforated maintenance pipe into an excavation hole provided in the surrounding ground of a low-temperature underground structure, and drilling the outer periphery of the protection pipe. Since the space between the holes is filled with granular materials such as fine stones and gravel, groundwater enters into the protection pipe through the perforated part, and water from the hot water pipe inserted into the protection pipe with a gap from the protection pipe. Heat conduction is improved, and heating efficiency for the surrounding ground of low-temperature underground structures is improved. At this time, underground water is filtered by the granular material that is laterally split between the protection pipe and the excavated hole, and foreign matter is prevented from entering the perforated protection pipe.
また本発明によれば前記したように、有孔保護管内に地
下水が進入するので粒状物を充填するl要がなくなり、
温水管を修理しようとする場合、同管の出入が容易にで
きる。Furthermore, according to the present invention, as described above, since groundwater enters the perforated protection pipe, there is no need to fill it with particulate matter.
When attempting to repair hot water pipes, the pipes can be easily accessed and removed.
更にまた本発明によれば、前記保護管をコンクリート管
等より製作することによって腐蝕の問題がなくなるとと
もに、防蝕処置は温水管の外周部だけでよくなるため、
経済性が向上する等、本発明は多くの利点を有するもの
である。Furthermore, according to the present invention, since the protection pipe is manufactured from a concrete pipe or the like, the problem of corrosion is eliminated, and corrosion prevention treatment only needs to be applied to the outer periphery of the hot water pipe.
The present invention has many advantages, such as improved economic efficiency.
以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.
(1)は低温地下タンク、(2)は地中連続壁で、前記
タンク(1)の外周地盤(A)に同タンク(1)を囲繞
して設けられた掘削孔(C)にコンクリート、鋼、合成
樹脂等より構成された多数の透孔(3α)を有する透水
性の有孔保護管(3iを挿入し、同保護管(31の外周
と前記掘削孔(C)との間に細石、砂利等の粒状物(D
)を横裂する。更に前記保護管(3)内に温水の循環す
る温水管を挿入して低温地下タンクの周囲地盤ヒーティ
ング装置を構成する。(1) is a low-temperature underground tank, (2) is an underground continuous wall, and the excavated hole (C) surrounding the tank (1) is made with concrete in the outer ground (A) of the tank (1). A water-permeable perforated protection tube (3i) having a large number of through holes (3α) made of steel, synthetic resin, etc. is inserted, and fine stones are inserted between the outer periphery of the protection tube (31) and the excavation hole (C). , granular materials such as gravel (D
) to split horizontally. Furthermore, a hot water pipe for circulating hot water is inserted into the protection pipe (3) to constitute a ground heating device around the low temperature underground tank.
前記温水管は第2図に示すように、外管(4)と内管(
5)とより構成され、温水は内管(5)を往路とし、外
管(4)を復路として流れ、外管(4)に接続された戻
り管(6)を介して循環する。As shown in Fig. 2, the hot water pipe has an outer pipe (4) and an inner pipe (
5), hot water flows through the inner pipe (5) as an outgoing path, the outer pipe (4) as a return path, and circulates through the return pipe (6) connected to the outer pipe (4).
なお外管(4)にはスペーサ(7)を数句け、保護管(
3)とのクリアランスを一定に保持するとともに、温水
管出入の際のガイド部材を兼用させる。In addition, insert several spacers (7) into the outer tube (4) and attach the protective tube (
3), and also serves as a guide member when the hot water pipe enters and exits.
図示の実施例は前記したように構成されているので、前
記地盤(AJ内の地下水(B)は保護管(31内に透孔
(3a)を介して進入し、前記外管(4)との間隙を充
填するので、温水管の熱は効率よく周囲地盤(A)に伝
わる。また外管(4)の外面には防蝕処理を施すことに
よって、同外面の腐蝕を防止できる。図中(8)は防蝕
処理層である。Since the illustrated embodiment is configured as described above, the groundwater (B) in the ground (AJ) enters the protection pipe (31) through the through hole (3a), and enters the outer pipe (4). Since the gap is filled, the heat from the hot water pipe is efficiently transmitted to the surrounding ground (A). Also, by applying anti-corrosion treatment to the outer surface of the outer pipe (4), corrosion of the outer surface can be prevented. In the figure ( 8) is a corrosion-resistant treated layer.
第3図は本発明の他の実施例を示し、前記実施例におけ
る二重管構造の温水管の代りにU字管構の温水管(9)
を使用し、一方の管路(9α)を往路、他方の管路(9
b)を復路として同一管径で温水を循環させることによ
って低温地下タンク(1)の外周地盤(Nに伝熱するも
のである。FIG. 3 shows another embodiment of the present invention, in which hot water pipes (9) with a U-shaped pipe structure are used instead of the hot water pipes with a double pipe structure in the previous embodiment.
using one pipe (9α) for the outbound route and the other pipe (9α) for the outbound route,
Heat is transferred to the outer ground (N) of the low-temperature underground tank (1) by circulating hot water with the same pipe diameter using b) as the return path.
前記第3図に示す実施例においては、温水管をU字管と
することによって管内の流速が一定となり、流量計算、
熱計算が簡単にでき、また温水の往復路が同一径となる
ため、二重管構造の温水管におけるように温水管上部に
エヤ溜りがなくなり、エヤ抜き装置が不要となり、更に
往復路ともオープン構造となるため製作が容易で、ボル
ト締等の部分がなく全溶接構造で製作が可能となり、装
置の信頼性が向上する等の利点がある。In the embodiment shown in FIG. 3, the hot water pipe is a U-shaped pipe, so that the flow velocity inside the pipe is constant, and the flow rate calculation,
Thermal calculations are easy to perform, and since the round trip path for hot water has the same diameter, there is no air accumulation at the top of the hot water pipe unlike in hot water pipes with a double pipe structure, eliminating the need for an air bleed device, and the round trip path is also open. Because of its structure, it is easy to manufacture, and there are no parts such as bolt tightening, making it possible to manufacture it with an entirely welded structure, which has the advantage of improving the reliability of the device.
なお図中前記実施例と均等部分には同一符号が附されて
いる。In the drawings, parts equivalent to those of the above embodiment are given the same reference numerals.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではな(、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to such embodiments (and various modifications to the design may be made without departing from the spirit of the present invention). be.
第1図は本発明に係る低温地下タンクの周囲地盤ヒーテ
ィング装置の概要を示す縦断面図、第2図及び第3図は
夫々本発明の装置の要部拡大縦断面図で、第1図の左半
部並に右半部のヒーティング装置の拡大図、第4図は第
2図の矢視jV −IV図、第5図は第3図の矢視v−
■図である。
(1)・・・低温地下タンク、(3)・・・保誇管、(
3a)・・・透孔、(4)・・・外管、(5)・・・内
管、(9)・・・温水管、(A)・・・外周地盤、(B
)・・・外周地盤内の地下水、(C)・・・掘削孔、F
D+・・・細石、砂利等の粒状物。
代理人 弁理士 岡 本 重 文
外3名
第2図
第3図
O
第40
第5にFIG. 1 is a vertical cross-sectional view showing an outline of the surrounding ground heating device for a low-temperature underground tank according to the present invention, and FIGS. 2 and 3 are enlarged vertical cross-sectional views of the main parts of the device according to the present invention. 4 is an enlarged view of the left half and right half of the heating device, FIG. 4 is a view taken from the arrow jV-IV in FIG. 2, and FIG. 5 is an enlarged view taken from the arrow v-
■It is a figure. (1)...Low temperature underground tank, (3)...Storage, (
3a)...Through hole, (4)...Outer pipe, (5)...Inner pipe, (9)...Hot water pipe, (A)...Peripheral ground, (B
)...groundwater in the outer ground, (C)...excavation hole, F
D+: Granular materials such as fine stones and gravel. Agent Patent attorney Shige Okamoto 3 people outside of the text Figure 2 Figure 3 O Figure 40 5th
Claims (1)
護管を挿入するとともに、同保護管外周と前記掘削孔内
壁との間に細石、砂利等の粒状物を横裂し、前記保設管
内には同管と間隔を存して温水管を挿入してなることを
特徴とする低温地下構造物の周囲地盤ヒーティング装置
。A perforated protection pipe is inserted into an excavation hole arranged in the ground surrounding the low-temperature underground structure, and granular materials such as fine stones and gravel are laterally split between the outer periphery of the protection pipe and the inner wall of the excavation hole. A ground heating device for a low-temperature underground structure, characterized in that a hot water pipe is inserted into a storage pipe with a space between the storage pipe and the storage pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1614784A JPS60164099A (en) | 1984-02-02 | 1984-02-02 | Ground heating equipment around low-temperature underground structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1614784A JPS60164099A (en) | 1984-02-02 | 1984-02-02 | Ground heating equipment around low-temperature underground structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60164099A true JPS60164099A (en) | 1985-08-27 |
JPH0211800B2 JPH0211800B2 (en) | 1990-03-15 |
Family
ID=11908385
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1614784A Granted JPS60164099A (en) | 1984-02-02 | 1984-02-02 | Ground heating equipment around low-temperature underground structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60164099A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62106200A (en) * | 1985-11-01 | 1987-05-16 | Taisei Corp | Peripheral ground heating device for low-temperature underground structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53136717A (en) * | 1977-05-04 | 1978-11-29 | Ishikawajima Harima Heavy Ind Co Ltd | Lifted floor drafting type frost heaving method |
JPS5628397A (en) * | 1979-08-10 | 1981-03-19 | Kawasaki Heavy Ind Ltd | Freezing protective structure for low-temperature underground tank bottom |
-
1984
- 1984-02-02 JP JP1614784A patent/JPS60164099A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53136717A (en) * | 1977-05-04 | 1978-11-29 | Ishikawajima Harima Heavy Ind Co Ltd | Lifted floor drafting type frost heaving method |
JPS5628397A (en) * | 1979-08-10 | 1981-03-19 | Kawasaki Heavy Ind Ltd | Freezing protective structure for low-temperature underground tank bottom |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62106200A (en) * | 1985-11-01 | 1987-05-16 | Taisei Corp | Peripheral ground heating device for low-temperature underground structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0211800B2 (en) | 1990-03-15 |
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