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JPH0696866B2 - Underground buried high temperature gas guide structure - Google Patents
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JPH0696866B2 - Underground buried high temperature gas guide structure - Google Patents

Underground buried high temperature gas guide structure

Info

Publication number
JPH0696866B2
JPH0696866B2 JP62309549A JP30954987A JPH0696866B2 JP H0696866 B2 JPH0696866 B2 JP H0696866B2 JP 62309549 A JP62309549 A JP 62309549A JP 30954987 A JP30954987 A JP 30954987A JP H0696866 B2 JPH0696866 B2 JP H0696866B2
Authority
JP
Japan
Prior art keywords
air layer
high temperature
temperature gas
flue
underground buried
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 - Fee Related
Application number
JP62309549A
Other languages
Japanese (ja)
Other versions
JPH01151619A (en
Inventor
恵治 福丸
茂 長谷川
克彦 笹井
信一 青木
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.)
Fujita Corp
Meisei Industrial Co Ltd
Original Assignee
Fujita Corp
Meisei Industrial 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 Fujita Corp, Meisei Industrial Co Ltd filed Critical Fujita Corp
Priority to JP62309549A priority Critical patent/JPH0696866B2/en
Publication of JPH01151619A publication Critical patent/JPH01151619A/en
Publication of JPH0696866B2 publication Critical patent/JPH0696866B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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
    • Y02E10/20Hydro energy

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は構造物、或いは機械装置等、重量物を支持する
コンクリート躯体に近接して地中に埋設された煙道の如
き、地中埋設型の高温ガス案内構造物に係るものであ
る。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to underground burial such as a flue buried in the ground in the vicinity of a concrete skeleton supporting a heavy object such as a structure or a mechanical device. The present invention relates to a hot gas guide structure of a mold.

(従来の技術) 従来、高温地中埋設煙道の構築に当っては、構造的、経
済的な面から直埋設工法が採用されてきた。
(Prior Art) Conventionally, in constructing a high temperature underground buried flue, a direct buried construction method has been adopted from a structural and economical point of view.

この場合、煙道自体は第4図に示すように断熱キャスタ
ブル(a)または断熱煉瓦の他の保温材等を使用して構
成され、煙道からの放散熱量を極力小さくしている。
In this case, the flue itself is configured by using heat insulating castable (a) or other heat insulating material such as heat insulating bricks as shown in FIG. 4, so that the amount of heat radiated from the flue is minimized.

なお、図中(b)は基礎コンクリートである。In addition, (b) in the figure is basic concrete.

(発明が解決しようとする問題点) しかしながら前記従来の高温地中埋設煙道は土壌(c)
と直接接するため、この土壌が一種の断熱材となって断
熱性能は向上するが、土壌を含めた煙道近傍の温度分布
は高温度域が広く土壌域にまで拡がり、そのために煙道
に近接する既設のコンクリート構造物の基礎は常時高温
に曝されることになり、基礎コンクリートの強度低下を
招来する。
(Problems to be solved by the invention) However, the conventional high-temperature underground buried flue is soil (c).
This soil serves as a kind of heat insulating material to improve the heat insulation performance, but the temperature distribution in the vicinity of the flue including the soil has a wide high temperature range and spreads to the soil area. The foundation of the existing concrete structure is always exposed to high temperature, which causes the strength of the foundation concrete to decrease.

(問題点を解決するための手段) 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
ものであって、コンクリート躯体に近接して地中に埋設
された高温ガス案内構造物と、外周土壌との間に適当な
間隔の空気層を設け、同空気層に、夫々先端部が大気中
に開口する吸気筒及び排気筒を接続して構成されたこと
を特徴とする地中埋設高温ガス案内構造物に係るもので
ある。
(Means for Solving Problems) The present invention has been proposed in order to solve such problems, and is a high-temperature gas guide structure buried in the ground in the vicinity of a concrete frame, A high temperature underground buried high temperature, characterized by being provided with an air layer at an appropriate distance from the surrounding soil, and connecting an intake tube and an exhaust tube, each of which has its tip opening into the atmosphere, to the air layer. It relates to a gas guide structure.

(作用) 本発明に係る地中埋設高温ガス案内構造物は前記したよ
うに、同構造物が埋設された外周土壌との間に適当な間
隔の空気層が設けられ、同空気層が夫々端部が大気中に
開口する吸気筒及び排気筒が接続されているので前記構
造物から外周土壌に熱が直接放散されることがなく、同
構造物外側に設けた前記空気層の位置で一旦捕捉されて
から外部に排出されることによって、前記構造物の近傍
のコンクリート躯体に高温ガスが直接接触することな
く、同躯体の温度が常時安全な温度域に止められ、コン
クリート躯体の熱による毀損が防止される。
(Operation) As described above, the underground buried high-temperature gas guide structure according to the present invention is provided with an air layer at an appropriate interval between the structure and the surrounding soil in which the structure is buried, and each of the air layers ends. Since an intake cylinder and an exhaust cylinder, whose parts open to the atmosphere, are connected, heat is not directly dissipated from the structure to the outer soil, and is temporarily captured at the position of the air layer provided outside the structure. After being discharged to the outside, the high temperature gas does not come into direct contact with the concrete structure near the structure, the temperature of the structure is constantly kept in a safe temperature range, and damage due to heat of the concrete structure is caused. To be prevented.

(実施例) 以下本発明を地中埋設型煙道に適用した図示の実施例に
ついて説明する。
(Example) Hereinafter, the illustrated example in which the present invention is applied to an underground buried flue will be described.

(A)は地中に埋設された煙道で、その内周面に適当な
断熱材(1)がライニングされ、更にその内部に断熱キ
ャスタブルまたは保温材、若しくは両者の組合せよりな
る断熱層(2)が装着されている。
(A) is a flue buried in the ground, which is lined with an appropriate heat insulating material (1) on its inner peripheral surface, and further has a heat insulating layer (2) made of heat insulating castable or heat insulating material, or a combination of both. ) Is installed.

而して前記煙道(A)における熱対策を必要とする部分
には、同煙道(A)の外側にこれと同心状に適当な間隔
を存してコンクリート外殻(3)が配設され、同外殻
(3)との間に煙道(A)と外周土壌(4)とを区画す
る空気層(B)が設けられている。
Then, in the portion of the flue (A) where heat countermeasures are required, the concrete outer shell (3) is arranged outside the flue (A) at an appropriate interval concentrically therewith. An air layer (B) that partitions the flue (A) and the outer soil (4) is provided between the outer shell (3) and the outer shell (3).

更に前記空気層(B)には給気筒(5)及び排気筒
(6)が接続され、同吸気筒(5)並に排気筒(6)の
端部は外部に開口している。
Further, a supply cylinder (5) and an exhaust pipe (6) are connected to the air layer (B), and an end of the exhaust pipe (6) as well as the intake pipe (5) is open to the outside.

図示の実施例は前記したように構成されているので、前
記煙道(A)内を通過する高温ガスにより同煙道(A)
より放散された熱によって温度が上昇した吸気筒(5)
を介して空気層(B)に吸引された空気が、排気筒
(6)を介して外部に排出され、従って煙道に近接した
コンクリート躯体の温度が常時安全温度域に止まり、同
躯体の熱による強度の低下、破損が防止される。
Since the illustrated embodiment is configured as described above, the flue (A) is heated by the hot gas passing through the flue (A).
Intake cylinder (5) whose temperature has risen due to the more dissipated heat
The air sucked into the air layer (B) via the exhaust pipe is discharged to the outside via the exhaust stack (6), so that the temperature of the concrete structure close to the flue always stays in the safe temperature range, and the heat of the structure is reduced. The strength is prevented from being reduced and the damage is prevented.

なお図示の実施例においては前記空気層(B)の高温空
気は、吸気筒(5)及び排気筒(6)の高低差による自
然通風によって、外部に排出されるようになっている
が、必要に応じて吸気筒(5)、排気筒(6)にファン
を装架し、強制通風によって空気層(B)の高温空気を
外部に排出するようにして、効果をより一層高めるよう
にしてもよい。
In the illustrated embodiment, the high temperature air in the air layer (B) is exhausted to the outside by natural ventilation due to the height difference between the intake pipe (5) and the exhaust pipe (6). According to the above, a fan is mounted on the intake cylinder (5) and the exhaust cylinder (6), and the high temperature air in the air layer (B) is discharged to the outside by forced ventilation to further enhance the effect. Good.

第3図は本発明の他の実施例を示し、前記空気層(B)
を煙道(A)における熱対策不要部分の負ガス圧部
(C)に連通せしめ、同部(C)の負ガス圧を利用して
空気層(B)に放出した顕熱を排出するようにしたもの
である。
FIG. 3 shows another embodiment of the present invention, wherein the air layer (B) is
To communicate with the negative gas pressure part (C) of the flue (A) that does not require heat countermeasures, and use the negative gas pressure of the part (C) to discharge the sensible heat released to the air layer (B). It is the one.

図中前記実施例と均等分には同一符号が附されている。In the figure, the same parts as those in the above embodiment are designated by the same reference numerals.

なお前記各実施例において、必要に応じて空気層(B)
に空気または水を通す熱交換器を設置し、空気層(B)
に放散した顕熱を熱交換器によって温風、または温水と
して外部に供給し、効果をより顕著ならしめるようにし
てもよい。
In each of the above-mentioned embodiments, the air layer (B) may be used if necessary.
Install a heat exchanger for passing air or water in the air layer (B)
The sensible heat dissipated in the air may be supplied to the outside as warm air or hot water by a heat exchanger to make the effect more remarkable.

(発明の効果) 本発明に係る地中埋設高温ガス案内構造物は前記したよ
うに、同構造物と外周土壌との間に適当な間隔の空気層
を設け、同空気層に場所が大気中に開口する吸気筒及び
排気筒を接続することにより、前記構造物より外周土壌
に発散する熱を前記空気層の位置で捕捉してこれを外部
に排出し、前記構造物近傍のコンクリート躯体を保護す
るものである。
(Effect of the Invention) As described above, the underground buried high temperature gas guiding structure according to the present invention is provided with an air layer at an appropriate interval between the structure and the surrounding soil, and the place in the air layer is in the atmosphere. By connecting an intake pipe and an exhaust pipe that open to the outside, the heat radiated from the structure to the outer soil is trapped at the position of the air layer and discharged to the outside to protect the concrete structure near the structure. To do.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明を地中埋設型煙道に適用した実施例を示
す縦断正面図、第2図はその縦断側面図、第3図は本発
明の他の実施例を示す縦断側面図、第4図は従来構造の
縦断面図である。 (A)……煙道、(B)……空気層、 (3)……コンクリート外殻、(4)……外周土壌、 (5)……吸気筒、(6)……排気筒
FIG. 1 is a vertical sectional front view showing an embodiment in which the present invention is applied to an underground buried type flue, FIG. 2 is a vertical sectional side view thereof, and FIG. 3 is a vertical sectional side view showing another embodiment of the present invention. FIG. 4 is a vertical sectional view of a conventional structure. (A) ... Flue, (B) ... Air layer, (3) ... Concrete shell, (4) ... Outer soil, (5) ... Intake tube, (6) ... Exhaust tube

───────────────────────────────────────────────────── フロントページの続き (72)発明者 笹井 克彦 東京都渋谷区千駄ケ谷4丁目6番15号 フ ジタ工業株式会社内 (72)発明者 青木 信一 大阪府大阪市西区京町堀1丁目8番5号 明星工業株式会社内 (56)参考文献 特開 昭48−35645(JP,A) 実開 昭58−1654(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Katsuhiko Sasai 4-6-15 Sendagaya, Shibuya-ku, Tokyo Within Fujita Industry Co., Ltd. (72) Shinichi Aoki 1-8, Kyomachibori, Nishi-ku, Osaka-shi, Osaka No. 5 within Meisei Kogyo Co., Ltd. (56) Reference Japanese Patent Laid-Open No. Sho 48-35645 (JP, A)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】コンクリート躯体に近接して地中に埋設さ
れた高温ガス案内構造物と、外周土壌との間に適当な間
隔の空気層を設けるとともに、同空気層に夫々先端部が
大気中に開口する吸気筒及び排気筒を接続してなり、同
空気層に放散された顕熱を吸引して外部に排出するよう
に構成されたことを特徴とする地中埋設高温ガス案内構
造物。
1. An air layer having an appropriate space is provided between a high temperature gas guiding structure buried in the ground in the vicinity of a concrete skeleton and the surrounding soil, and each air layer has a tip portion in the atmosphere. An underground buried high-temperature gas guide structure, characterized in that an intake cylinder and an exhaust cylinder that open to the are connected to each other, and the sensible heat radiated to the air layer is sucked and discharged to the outside.
JP62309549A 1987-12-09 1987-12-09 Underground buried high temperature gas guide structure Expired - Fee Related JPH0696866B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62309549A JPH0696866B2 (en) 1987-12-09 1987-12-09 Underground buried high temperature gas guide structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62309549A JPH0696866B2 (en) 1987-12-09 1987-12-09 Underground buried high temperature gas guide structure

Publications (2)

Publication Number Publication Date
JPH01151619A JPH01151619A (en) 1989-06-14
JPH0696866B2 true JPH0696866B2 (en) 1994-11-30

Family

ID=17994350

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62309549A Expired - Fee Related JPH0696866B2 (en) 1987-12-09 1987-12-09 Underground buried high temperature gas guide structure

Country Status (1)

Country Link
JP (1) JPH0696866B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4835645A (en) * 1971-09-09 1973-05-25
JPS581654U (en) * 1981-06-26 1983-01-07 積水化学工業株式会社 Basement

Also Published As

Publication number Publication date
JPH01151619A (en) 1989-06-14

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