JPH01271580A - Cooling of concrete column - Google Patents
Cooling of concrete columnInfo
- Publication number
- JPH01271580A JPH01271580A JP10007588A JP10007588A JPH01271580A JP H01271580 A JPH01271580 A JP H01271580A JP 10007588 A JP10007588 A JP 10007588A JP 10007588 A JP10007588 A JP 10007588A JP H01271580 A JPH01271580 A JP H01271580A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- pipe
- column
- cooling
- concrete column
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 238000001816 cooling Methods 0.000 title claims abstract description 13
- 239000002826 coolant Substances 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims description 8
- 239000004568 cement Substances 0.000 abstract description 9
- 230000036571 hydration Effects 0.000 abstract description 6
- 238000006703 hydration reaction Methods 0.000 abstract description 6
- 230000007423 decrease Effects 0.000 abstract description 3
- 230000007774 longterm Effects 0.000 abstract description 3
- 230000005855 radiation Effects 0.000 abstract description 2
- 230000008646 thermal stress Effects 0.000 abstract 2
- 239000011150 reinforced concrete Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000112 cooling gas Substances 0.000 description 1
- 239000000110 cooling liquid Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 230000020169 heat generation Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は鉄筋コンクリート超高層ビル等におけるコンク
リート柱の冷却方法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for cooling concrete columns in reinforced concrete skyscrapers and the like.
(従来の技術)
鉄筋コンクリート造ビルの如く、コンクリートを打込ん
だ構造体は、セメントの水和発熱によって内部温度が上
昇する。(Prior Art) In a structure in which concrete is poured, such as a reinforced concrete building, the internal temperature rises due to heat generated by hydration of cement.
設計基準強度210 kgf/cd程度の普通強度コン
クリートは、単位セメントaが300 kg/d程度と
比較的小さいため、セメントの水和発熱による温度上昇
は小さい。Normal strength concrete with a design standard strength of about 210 kgf/cd has a relatively small unit cement a of about 300 kg/d, so the temperature rise due to heat generated by hydration of cement is small.
ところが設計基YII!強度420 kgf/c+a以
上の高強度コンクリートでは、単位セメント量が450
kg/rrr以上となるため、セメントの水和発熱に
よる温度上昇が大きくなる。However, the design basis YII! For high-strength concrete with a strength of 420 kgf/c+a or more, the unit cement amount is 450 kgf/c+a.
kg/rrr or more, the temperature rise due to heat generated by hydration of the cement becomes large.
特に柱のように断面の大きな部材では温度上昇が大きく
、冬期で50°C1夏期では80’C以上にもなる。Particularly for members with large cross sections such as columns, the temperature rise is large, reaching 50°C in winter and 80°C or more in summer.
このような状態の問題点の1つは、外気温との差が大き
いため、温度応力によるひび割れ発生の危険性が高くな
ることである。One of the problems with this situation is that the difference between the temperature and the outside temperature is large, which increases the risk of cracking due to temperature stress.
更にいま1つの問題点は、コンクリート温度が高くなる
と初期強度は高くなるが、長期強度の伸びが小さくなる
ことである。単位セメントitが450kg/rrr以
上となるとこの傾向が顕著になり、材令28日〜91日
においても設計基準強度が確保できなくなることがある
。Another problem is that as the concrete temperature increases, the initial strength increases, but the long-term strength growth decreases. When the unit cement IT is 450 kg/rrr or more, this tendency becomes remarkable, and the design standard strength may not be ensured even at the age of 28 to 91 days.
現在、鉄筋コンクリート造による超高層建築物が数多く
計画され、施工されているが、今後更に前記の問題を解
決しなくてはならない。Currently, many high-rise buildings made of reinforced concrete are being planned and constructed, but the above-mentioned problems will have to be solved in the future.
この対策として骨材冷却、冷水使用、液体窒素投入等に
よるコンクリートの練り上り温度を低減する方法、中庸
熱セメント、ポゾラン類、硬化遅延剤の使用による水和
発熱の低減、遅延を図る方法が提案されている。As countermeasures, methods have been proposed to reduce the mixing temperature of concrete by cooling aggregate, using cold water, adding liquid nitrogen, etc., and methods to reduce and delay hydration heat generation by using moderate heat cement, pozzolans, and hardening retarders. has been done.
(発明が解決しようとする課題)
しかしながら前者の方法はコンクリートの混練装置が大
損りになり、後者の方法では材料コストが嵩み、コンク
リート自体の強度に及ぼされる影響が問題となる。(Problems to be Solved by the Invention) However, the former method requires a large amount of damage to the concrete mixing equipment, while the latter method increases the material cost and poses problems in terms of its influence on the strength of the concrete itself.
本発明はこのような従来技術の有する問題点に漏みて提
案されたもので、その目的とする処は、簡単な構成で効
果的なコンクリート柱の冷却方法を提供する点にある。The present invention has been proposed in view of the problems of the prior art, and its purpose is to provide a method for cooling concrete columns that is simple and effective.
(課題を解決するだめの手段)
前記の目的を達成するため、本発明に係るコンクリート
柱の冷却方法は、コンクリート社内に、間柱の長手方向
に延びるパイプを埋設し、同パイプに冷却媒体を供給す
るものである。(Another Means to Solve the Problem) In order to achieve the above object, the method for cooling concrete columns according to the present invention includes burying pipes extending in the longitudinal direction of the studs in the concrete building, and supplying a cooling medium to the pipes. It is something to do.
(作用)
本発明は前記したように1.コンクリート柱内に間柱の
長手方向に沿って延びるように埋設されたパイプを利用
して、同パイプに冷却用媒体を供給することによって、
コンクリート柱を内部より放熱せしめ、柱コンクリート
の温度を低減するものである。(Function) As described above, the present invention has 1. By using a pipe buried in a concrete column so as to extend along the length of the stud, a cooling medium is supplied to the pipe.
This allows the concrete pillar to radiate heat from within, reducing the temperature of the concrete pillar.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
(1)はコンクリート柱で、その断面のほぼ中心に、柱
の長手方向に延びる金属製の中空パイプ(2)が埋設さ
れ、同パイプ(2)の下端より柱外部に岐出された分岐
管(3)に送風R(4)が接続される。(1) is a concrete column, in which a metal hollow pipe (2) extending in the longitudinal direction of the column is buried approximately in the center of its cross section, and a branch pipe branches out from the bottom end of the pipe (2) to the outside of the column. Air blower R (4) is connected to (3).
図中(5)は柱鉄筋、(6)は梁、(7)はスラブであ
る。In the figure, (5) is the column reinforcement, (6) is the beam, and (7) is the slab.
図示の実施例は前記したように°構成されているので、
送風機(4)によって分岐管(3)を介して前記パイプ
(2)に冷却風を供給し、柱コンクリートを内部より冷
却し、表面からの放熱と相俟って効果的に柱コンクリー
トを冷却するものである。The illustrated embodiment is configured as described above, so that
A blower (4) supplies cooling air to the pipe (2) via the branch pipe (3) to cool the concrete column from the inside, and in combination with heat radiation from the surface, effectively cools the concrete column. It is something.
なお前記実施例においては、パイプ(2)に供給する冷
却媒体として冷却風が使用されているがその他の冷却気
体、冷水、冷却液が循環されるようにしてもよく、この
場合、冷却機、循環ポンプ等が併用される。In the above embodiment, cooling air is used as the cooling medium supplied to the pipe (2), but other cooling gas, cold water, or cooling liquid may be circulated. In this case, the cooling machine, A circulation pump, etc. is also used.
また前記実施例においては分岐管(3)に送風機(4)
が接続されているが、第3図に示すようにパイプ(2)
端部に排風a(4’ )を接続し、分岐管(3)を介し
てパイプ(2)に外気を吸引して柱コンクリートを冷却
してもよい。この際、送風機を使用した場合のように、
ファンの排熱も外気とともに送風されることがなく、よ
り効果的に柱コンクリートを冷却できる。なおこの際、
冷却対象部以外の分岐管(3)には蓋(8)を閉塞して
おく。Further, in the above embodiment, a blower (4) is installed in the branch pipe (3).
is connected, but the pipe (2) is connected as shown in Figure 3.
The concrete column may be cooled by connecting an exhaust air a (4') to the end and sucking outside air into the pipe (2) via the branch pipe (3). At this time, like when using a blower,
The exhaust heat from the fan is not blown along with the outside air, allowing the concrete columns to be cooled more effectively. In addition, at this time,
Branch pipes (3) other than the parts to be cooled are closed with lids (8).
また柱脚部に配設された分岐管(3)を利用して、自然
換気によって柱コンクリートを冷却してもよい。Further, the concrete column may be cooled by natural ventilation using a branch pipe (3) provided at the base of the column.
なお前記パイプ(2)は後日、設備用配管として再利用
してもよく、或いはまた埋設されてもよい。Note that the pipe (2) may be reused as equipment piping at a later date, or may be buried.
後者の場合前記パイプにモルタルを充填してもよい、更
に前記送風R(4)は取外され、他に転用されるもので
ある。In the latter case, the pipe may be filled with mortar, and the air blower R (4) may be removed and used for other purposes.
(発明の効果)
本発明によればこのように、コンクリート社内に埋設さ
れた間柱の長手方向に延びるパイプに冷却媒体を供給す
ることによって、柱コンクリートの表面放熱のみならず
内部からも冷却し、セメントの水和発熱による温度上昇
を低減せしめ、外気温との差による温度応力に基因する
ひび割れを防止し、長期強度の伸びが減少するのを防止
する。(Effects of the Invention) According to the present invention, by supplying a cooling medium to the pipe extending in the longitudinal direction of the studs buried inside the concrete building, not only the surface heat dissipation of the concrete column but also cooling from the inside is achieved. It reduces the temperature rise caused by the heat generated by hydration in cement, prevents cracking caused by temperature stress due to the difference in ambient temperature, and prevents a decrease in long-term strength growth.
また前記コンクリート柱内に埋設されたパイプは後日、
設備用配管として再利用することもできる。In addition, the pipes buried in the concrete pillars will be removed at a later date.
It can also be reused as equipment piping.
【図面の簡単な説明】
第1図は本発明に係るコンクリート柱の冷却方法の一実
施例の実施状態を示す縦断面図、第2図はその横断平面
図、第3図は本発明の他の実施例の実施状況を示す縦断
面図である。
(1)・・・コンクリート柱、(2)・−中空パイプ、
(3)・−分岐管、 (4)−・−送風機、(4
’ ) −−一排風機。
代理人 弁理士 岡 本 重 文
外2名
月1ス
肩2m
月3思
羽卜へ
↑[BRIEF DESCRIPTION OF THE DRAWINGS] Fig. 1 is a longitudinal cross-sectional view showing an embodiment of the cooling method for concrete columns according to the present invention, Fig. 2 is a cross-sectional plan view thereof, and Fig. 3 is a cross-sectional view showing an embodiment of the concrete column cooling method according to the present invention. FIG. (1) Concrete pillar, (2) Hollow pipe,
(3) - Branch pipe, (4) - Blower, (4
) ---One exhaust fan. Agent Patent Attorney Shigeru Okamoto 2nd name, 1st shoulder, 2m, 3rd month, Okamoto ↑
Claims (1)
埋設し、同パイプに冷却媒体を供給することを特徴とす
るコンクリート柱の冷却方法。A method for cooling a concrete column, characterized by burying a pipe extending in the longitudinal direction of the column in the concrete column, and supplying a cooling medium to the pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10007588A JPH01271580A (en) | 1988-04-25 | 1988-04-25 | Cooling of concrete column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10007588A JPH01271580A (en) | 1988-04-25 | 1988-04-25 | Cooling of concrete column |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01271580A true JPH01271580A (en) | 1989-10-30 |
Family
ID=14264330
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10007588A Pending JPH01271580A (en) | 1988-04-25 | 1988-04-25 | Cooling of concrete column |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01271580A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05125836A (en) * | 1991-10-31 | 1993-05-21 | Fujita Corp | Method for placing pillar concrete |
JP2011032658A (en) * | 2009-07-30 | 2011-02-17 | Ohbayashi Corp | Apparatus for cooling placed concrete of bridge pier of composite steel pipe-concrete structure |
-
1988
- 1988-04-25 JP JP10007588A patent/JPH01271580A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05125836A (en) * | 1991-10-31 | 1993-05-21 | Fujita Corp | Method for placing pillar concrete |
JP2011032658A (en) * | 2009-07-30 | 2011-02-17 | Ohbayashi Corp | Apparatus for cooling placed concrete of bridge pier of composite steel pipe-concrete structure |
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