JPH07113237B2 - Fireproof building - Google Patents
Fireproof buildingInfo
- Publication number
- JPH07113237B2 JPH07113237B2 JP22356187A JP22356187A JPH07113237B2 JP H07113237 B2 JPH07113237 B2 JP H07113237B2 JP 22356187 A JP22356187 A JP 22356187A JP 22356187 A JP22356187 A JP 22356187A JP H07113237 B2 JPH07113237 B2 JP H07113237B2
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- Prior art keywords
- water
- steel pipe
- cooled steel
- cooling water
- cooling
- 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.)
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Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は鋼管を主要骨組柱材とする耐火構造建築物であ
って、特に高層の耐火構造建築物に関する。Description: TECHNICAL FIELD The present invention relates to a fireproof structure building using a steel pipe as a main frame pillar material, and particularly to a high-rise fireproof structure building.
[従来の技術] 鋼構造の建築物は、建築関係法令により火災時における
鋼構造物たとえば柱および梁材などの熱的損傷を防ぐた
め、多くの場合柱および梁材等に必要な耐火被覆を施す
ことを義務づけられているが、このような耐火被覆は建
設コストを高くし、利用空間を狭くするため、近時鋼構
造材に水冷鋼管を採用し耐火被覆を施さない耐火構造建
築物が提案されるようになった。[Prior Art] In order to prevent thermal damage to steel structures such as columns and beams in the event of fire, steel structures are often provided with fireproof coatings necessary for columns and beams in accordance with building-related laws. Although it is obligatory to apply it, in order to increase the construction cost and reduce the space used by such a fireproof coating, a water-cooled steel pipe has recently been adopted for the steel structural material and a fireproof structure without a fireproof coating is proposed. Came to be.
たとえば、実公昭52−16021号公報には建築物の上部に
水タンクを載置し、中空柱材に冷却水を供給する水冷耐
火構造が開示されている。この他さらに、高層の建築物
では、水圧の関係から水タンクを屋上に置くほか、所定
の階層毎に屋内タンクを設ける例も知られている。For example, Japanese Utility Model Publication No. 52-16021 discloses a water-cooled refractory structure in which a water tank is placed on the top of a building and cooling water is supplied to hollow pillars. In addition to this, in high-rise buildings, it is known that a water tank is placed on the roof because of water pressure and an indoor tank is provided for each predetermined floor.
[発明が解決しようとする問題点] 前述のように建築物の屋上に冷却水タンクを設けること
は、耐震設計上建築物全体を強度の高い構造とせねばな
らないので建設コストが高くなると言う問題点があるほ
か、冷却水タンク設置の費用が嵩み、屋内タンクはその
費用に加えて室内の有効利用面積を狭くする問題があ
り、建物の屋上や外壁面に露出した冷却水タンクは美観
的にも好ましくない問題点がある。[Problems to be Solved by the Invention] As described above, providing a cooling water tank on the roof of a building raises the construction cost because the entire building must have a strong structure in terms of seismic design. In addition, the cost of installing a cooling water tank is high, and in addition to that cost, there is a problem that the effective use area of the room is narrowed, and the cooling water tank exposed on the roof of the building or the outer wall is aesthetically pleasing. There is also an unfavorable problem.
本発明の目的は水冷鋼管柱の一部をそのまま冷却水タン
クとして利用することにより、従来のような別置の冷却
水タンクを必要とせず、経済的な建設が可能な耐火構造
建築物を提供することにあり、他の目的は耐震構造面か
らも強度的に有利で建設コストの安い耐火構造建築物を
提供することにある。An object of the present invention is to provide a refractory structure building that can be economically constructed by using a part of a water-cooled steel pipe column as it is as a cooling water tank without requiring a separate cooling water tank as in the conventional case. Another object of the invention is to provide a fireproof structure that is structurally advantageous in terms of strength and low in construction cost.
[問題点を解決するための手段] 本発明は、水を収容した水冷鋼管柱を主要骨組柱材とす
る耐火構造建築物において、前記水冷鋼管柱を建家高さ
に単位冷却ブロックに区分し、該単位冷却ブロックにつ
いて上階部分のみ該水冷鋼管柱を耐火被覆して冷却水タ
ンクを形成し、該冷却水タンクに冷却水補給装置と建屋
外部に連通する蒸気排出管とを設けたことを特徴とする
耐火構造建築物である。[Means for Solving Problems] The present invention relates to a refractory structure structure in which a water-cooled steel pipe column containing water is used as a main frame column member, and the water-cooled steel pipe column is divided into unit cooling blocks at a building height. In the unit cooling block, only the upper floor portion of the water-cooled steel pipe pillar is fireproof coated to form a cooling water tank, and the cooling water tank is provided with a cooling water replenishing device and a steam discharge pipe communicating with the outdoor portion of the building. It is a characteristic fireproof structure building.
[作用] 本発明の耐火構造建築物は主要骨組柱材として水を収容
した水冷鋼管柱を用い、その一部を冷却水タンクとして
利用するので、別置の冷却水タンクが不用となり、建築
物の経済的な建設ができる。[Operation] The refractory structure of the present invention uses a water-cooled steel pipe column containing water as a main frame column member and uses a part of it as a cooling water tank, so that a separate cooling water tank becomes unnecessary, Can be economically constructed.
水冷鋼管柱は荷重および水圧条件を考慮し、単位冷却ブ
ロックに区分されているので、肉厚や断面寸法的にあま
り大きくする必要が無く経済的設計が可能である。ま
た、単位冷却ブロック毎の上階部分の水冷鋼管柱に耐火
被覆を施し、冷却水タンクとして機能させ、他の階では
耐火被覆を施さないので、室内の有用利用面積を広くす
ることができる。Since the water-cooled steel pipe column is divided into unit cooling blocks in consideration of load and water pressure conditions, economical design is possible without having to make the wall thickness and cross-sectional dimension too large. Further, since the water-cooled steel pipe column in the upper floor portion of each unit cooling block is provided with a fireproof coating to function as a cooling water tank, and no fireproof coating is provided on the other floors, it is possible to widen the useful indoor area.
本発明では重量が嵩みしかも高所に別置するような冷却
水タンクが無いので耐震的に有利な構造設計ができ、し
かも建家としての美観も優れている。In the present invention, since the structure is heavy and there is no cooling water tank to be separately installed at a high place, a structural design that is seismically advantageous can be performed, and the appearance as a building is also excellent.
また、水冷鋼管柱に冷却水下降管を内蔵した二重水冷鋼
管柱を用いた場合は冷却水の循環効果が高められるの
で、耐熱的に有利になる。Further, when the double water-cooled steel pipe column in which the cooling water descending pipe is built in the water-cooled steel pipe column is used, the circulation effect of the cooling water is enhanced, which is advantageous in heat resistance.
[実施例] 次に、本発明の実施例を図面に従って詳細に説明する。[Embodiment] Next, an embodiment of the present invention will be described in detail with reference to the drawings.
第1図は本発明にかかる耐火構造建築物の一例を示す概
略断面図で、地上16階(1F〜16F)、地下4階(B1〜B
4)からなる鋼管構造物であって、主要骨組柱材である
水冷鋼管柱2a〜2dは各5階を単位冷却ブロックとするA
〜Dブロックに区分されている。FIG. 1 is a schematic cross-sectional view showing an example of a fireproof structure building according to the present invention, which includes 16 floors above ground (1F to 16F) and 4 floors below ground (B1 to B).
A steel pipe structure consisting of 4), and water-cooled steel pipe columns 2a to 2d, which are the main frame columns, have 5th floors as unit cooling blocks.
~ D block.
この例では1階(1F)、6階(6F)、11階(11F)、16
階(16F)が単位冷却ブロックの最上階部分であり、こ
れらの階の水冷鋼管柱2a〜2dには耐火被覆3a〜3dが施さ
れている。In this example, 1st floor (1F), 6th floor (6F), 11th floor (11F), 16
The floor (16F) is the uppermost floor of the unit cooling block, and the water-cooled steel pipe columns 2a to 2d on these floors are covered with fireproof coatings 3a to 3d.
第1図から明らかなように、本発明にかかる耐火構造建
築物には屋内外ともに従来のような別置の冷却水タンク
は無く、各冷却ブロックの最上階(1F,6F,11F,16F)相
当部分のみが冷却水タンクになっているので前述のよう
に経済的な設計が可能である。As is clear from FIG. 1, the refractory structure according to the present invention does not have a separate cooling water tank for indoors and outdoors, and the top floor of each cooling block (1F, 6F, 11F, 16F) Since only a considerable part is the cooling water tank, economical design is possible as described above.
第2図はBブロックにおける水冷鋼管柱2Cの部分縦断面
概略図で、水冷鋼管柱2cは7階(7F)の床7F0から12階
(12F)の梁4までをその単位冷却ブロックの領域とし
ており、内腔2C1には冷却水5が注入され、その11階(1
1F)相当部分即ちこの例の上階部分は耐火被覆3bが施さ
れ、冷却水タンク2C2となっている。冷却水タンク2C2の
上方には上部空間6が設けられ、上部空間6には建築物
外部に連通する蒸気排出管7、冷却水補給パイプ8、水
位計9および補給用制御装置(図示せず)からなる冷却
水補給装置が設けられている。この冷却水補給設備の作
用により冷却水5の水量は常時略一定に保持される。Fig. 2 is a schematic vertical cross-sectional view of a water-cooled steel pipe column 2C in block B. The water-cooled steel pipe column 2c extends from floor 7F 0 on the 7th floor (7F) to beam 4 on the 12th floor (12F) in the unit cooling block area. The cooling water 5 is injected into the lumen 2C 1 and the 11th floor (1
1F) Corresponding part, that is, the upper floor part of this example, is provided with a fireproof coating 3b and becomes a cooling water tank 2C 2 . An upper space 6 is provided above the cooling water tank 2C 2 , and in the upper space 6, a steam discharge pipe 7 that communicates with the outside of the building, a cooling water supply pipe 8, a water level gauge 9, and a supply control device (not shown). ) Is provided. Due to the action of this cooling water supply facility, the amount of the cooling water 5 is always kept substantially constant.
水冷鋼管柱2Cにおいて、11階(11F)を除く他の階(10F
〜7F)には防錆および/もしくは装飾的塗装以外耐火被
覆は一切施されていない。そこで、例えば10階(10F)
に火災10が発生した場合10階部分の水冷鋼管柱2Cは火災
10による入熱によって直接に加熱されるが、冷却水5に
よる冷却効果によって鋼管柱2Cの温度は規程の温度たと
えば350℃以上に上昇することは無い。第2図から明ら
かなように水冷鋼管柱2Cの11階(11F)部分は従来の冷
却水タンクと全く同様に機能するので、従来のように別
置の冷却水タンクを設備する必要は全く無い。Water-cooled steel pipe pillar 2C, other floors (10F) except 11th floor (11F)
~ 7F) has no fireproof coating except for rust prevention and / or decorative coating. So, for example, the 10th floor (10F)
If there is a fire 10 in the water-cooled steel pipe column 2C on the 10th floor
Although it is directly heated by the heat input by the cooling water 10, the temperature of the steel pipe column 2C does not rise above the specified temperature, for example, 350 ° C. due to the cooling effect of the cooling water 5. As is clear from FIG. 2, the 11th floor (11F) of the water-cooled steel pipe column 2C functions exactly like a conventional cooling water tank, so there is no need to install a separate cooling water tank as in the conventional case. .
次に水冷鋼管柱の1部を冷却水タンクとして機能させる
点について、耐火計算に従ってさらに詳細に説明する。Next, the point that a part of the water-cooled steel pipe column functions as a cooling water tank will be described in more detail according to the fire resistance calculation.
耐火計算の前提として、次の条件a,bを設定する。The following conditions a and b are set as the premise of fire resistance calculation.
(条件a) 各階は床で防火区画されているとして、火災は特定の一
階のみに起こるものとする。(Condition a) It is assumed that each floor has a floor as a fire protection zone, and that a fire will occur only on a specific floor.
(条件b) 各階について他の防火区画からの延焼はなく、火災の継
続時間は当該防火区画内の燃焼条件(可燃物量、開口部
面積など)にのみ依存するものとする。(Condition b) There is no spread of fire from other fire-blocks on each floor, and the duration of the fire depends only on the combustion conditions (amount of combustibles, opening area, etc.) in the fire-block.
条件a,bのもとに火災空間から構造部材への熱伝導量Q
を求めると次の(1)、(2)式のようになる。Heat conduction amount Q from the fire space to the structural members under the conditions a and b
Is obtained, the following equations (1) and (2) are obtained.
一般に輻射による熱伝導が対流によるものより十分に大
きいので、構造部材の単位表面積当りの熱伝導量Q(Kc
al/m2・h)は、 Q=Cs×Ef×Ec×[(Tf/100)4−(Tc/100)4] ……
(1) ただしCs;黒体の輻射係数 4.88Kcal/m2・h・℃ Ef;火災空間の総合輻射比0.75 Ec;構造部材表面の輻射比0.85 Tf;火災温度°K Tc;構造部材表面温度°K 従ってQ=3.11×[(Tf/100)4−(Tc/100)4] ……
(2) 次に火災温度°Kについては、下記ケース[1],
[2],[3]の3ケースについて火災温度特性曲線を
設定する。Generally, heat conduction due to radiation is sufficiently larger than that due to convection, so the amount of heat conduction per unit surface area Q (Kc
al / m 2 · h) is Q = Cs × Ef × Ec × [(Tf / 100) 4 − (Tc / 100) 4 ] ……
(1) However, Cs; Blackbody radiation coefficient 4.88Kcal / m 2 · h ・ ° C Ef; Overall radiation ratio of fire space 0.75 Ec; Emission ratio of structural member surface 0.85 Tf; Fire temperature ° K Tc; Structural member surface temperature ° K Therefore Q = 3.11 × [(Tf / 100) 4 − (Tc / 100) 4 ] ……
(2) Next, regarding the fire temperature ° K, the following case [1],
Set the fire temperature characteristic curve for three cases [2] and [3].
ケース[1]はJIS A 1304をとり、ケース[2]は火災
の冷却域を考慮したスウェーデン鋼構造協会(Sweden i
nstitute of steel construction)の提案にかかる等価
火災荷重24Mcal/m2(室内表面積当たり)、床面積当た
りでは約15kg/m2、開口率0.8(共同住宅・学校病院に相
当)を採り、ケース[3]は等価火災荷重36Mcal/m
2(室内表面積当たり)、床面積当たりでは約25kg/m2、
開口率0.8(事務所に相当)を採用する。構造部材への
単位表面積当たり総入熱量をQM(Kcal/m2)、柱一階分
をQT(Kcal)とし、水蒸発量をVW(liter)、必要タン
ク容量をVQ(liter)、冷却水タンク深さ(鋼管柱内腔
における上階部分のタンク深さ)をDH(m)とする。ま
た、水蒸発量VW(liter)は水の蒸発時潜熱r=535Kcal
/kgとして算定した。Case [1] is JIS A 1304, and Case [2] is the Swedish Steel Structural Association (Sweden i)
An equivalent fire load of 24 Mcal / m 2 (per indoor surface area), a floor area of about 15 kg / m 2 and an opening ratio of 0.8 (corresponding to an apartment house / school hospital) were adopted in the case [3 ] Is the equivalent fire load of 36 Mcal / m
2 (per indoor surface area), about 25kg / m 2 per floor area,
Use an aperture ratio of 0.8 (equivalent to an office). The total heat input to the structural member per unit surface area is Q M (Kcal / m 2 ), the column first floor is Q T (Kcal), the water evaporation amount is V W (liter), and the required tank capacity is V Q (liter). ), And the depth of the cooling water tank (the tank depth of the upper floor part in the lumen of the steel pipe) is D H (m). In addition, the water evaporation amount V W (liter) is the latent heat of water evaporation r = 535 Kcal
Calculated as / kg.
本発明に使用する水冷鋼管柱では、自由水面の面積が小
さいため蒸発による水量低下速度が体積膨張による水量
増加速度より小さいことが火災の初期に起こる可能性が
あるので、安全上この体積膨張量を必要タンク量に加算
する。In the water-cooled steel pipe column used in the present invention, since the area of the free water surface is small, it is possible that the rate of decrease in the amount of water due to evaporation is smaller than the rate of increase in the amount of water due to volume expansion in the early stages of a fire. Is added to the required tank volume.
体積膨張量は総入熱量をQT(Kcal)、水冷分担階をK
階、水冷鋼管柱の一階分容量をV(m3)、水の体積温度
膨張率をa(゜K-1)とすると、 柱内の水の平均温度上昇DT(゜Kは) DT=QT/(V×103×K) 必要タンク容量VQ(liter)は VQ=QT/r+V×103×K×DT×a =QT(1/r+a) となり、水冷分担階数Kに依存しない。また、a=21×
10-5なのでa/(1/r)=0.112となり、水蒸発量の11.2%
を体積膨張量として算定した。Volume expansion is Q T (Kcal) for total heat input and K for water cooling
The average temperature rise of water in the column is D T (° K is) D, where V (m 3 ) is the volume of one floor of the water-cooled steel column, and a (° K -1 ) is the volumetric thermal expansion coefficient of water. T = Q T / (V × 10 3 × K) Required tank capacity V Q (liter) is V Q = Q T / r + V × 10 3 × K × D T × a = Q T (1 / r + a) It does not depend on the number of floors K. Also, a = 21 ×
Since it is 10 -5, a / (1 / r) = 0.112, which is 11.2% of the water evaporation amount.
Was calculated as the volume expansion amount.
冷却水タンク深さをDH(m)とし、水冷鋼管柱1階分の
高さをH(m)、水冷鋼管柱1階分の表面積A1(m2)、
水冷鋼管柱断面積A2(m2)、水冷鋼管柱1階分の体積を
V(m3)とすると、 QT=QM×A1 VW=QT/r VQ=1.112VW D H=VQ/A2×10-3 となる。従って、 直径D(m)の円形鋼管では A1=D×π×H A2=(D/2)2×π また1辺D(m)の角形鋼管では A1=4×D×H A2=D2 さらに径がD(m)の正八角形鋼管では となる。従って円形水冷鋼管柱の場合の冷却水タンク深
さDH(m)は として求められる。The depth of the cooling water tank is D H (m), the height of the first floor of the water-cooled steel pipe column is H (m), the surface area of the first floor of the water-cooled steel pipe column is A 1 (m 2 ),
Assuming that the cross-sectional area of the water-cooled steel pipe column is A 2 (m 2 ), and the volume of the first floor of the water-cooled steel pipe column is V (m 3 ), Q T = Q M × A 1 V W = Q T / r V Q = 1.112 V W D H = V Q / A 2 × 10 -3 . Therefore, For a circular steel pipe of diameter D (m), A 1 = D × π × HA 2 = (D / 2) 2 × π For a square steel tube with one side D (m), A 1 = 4 × D × HA 2 = D 2 Furthermore, for regular octagonal steel pipes with a diameter of D (m) Becomes Therefore, in the case of a circular water-cooled steel pipe column, the cooling water tank depth D H (m) is Is required as.
円形水冷鋼管柱として直径500mm、一階分の高さが3.5m
の場合を対象として、前記ケース[1],[2],
[3]について、それぞれの諸元を求めると第1表の値
が得られる。A circular water-cooled steel pipe column with a diameter of 500 mm and the height of the first floor is 3.5 m
The case [1], [2],
When the specifications of [3] are obtained, the values shown in Table 1 are obtained.
次に水冷鋼管柱の径別のタンク深さDH(m)は、径別に
熱伝導解析を行って求めるが、例として前記ケース
[2]の60minについて径D(mm)別のタンク深さDH
(m)を次の第2表に示す。 Next, the tank depth D H (m) for each diameter of the water-cooled steel pipe column is obtained by conducting heat conduction analysis for each diameter. As an example, the tank depth for each diameter D (mm) for 60 min of the case [2] above. D H
(M) is shown in Table 2 below.
第2表から明らかなように、いずれの場合も階高Hが3.
5mあれば水冷タンクとして充分に機能し得ることが判
る。また、もっとも条件の厳しいケース[1]における
120minの場合に対応するには、最上階部分と次階部分の
水冷鋼管柱を耐火被覆し、水冷タンクとして機能させる
必要がある。 As is clear from Table 2, the floor height H is 3.
It turns out that if it is 5 m, it can function sufficiently as a water cooling tank. Also, in the most severe case [1]
In order to cope with the case of 120 min, it is necessary to cover the water-cooled steel pipe columns on the top floor and the next floor with fireproof coating to function as a water-cooled tank.
さらに、内管や支持板および柱と梁との接合部における
補強プレート等の設計は、前述の耐火計算を基準として
冷却水循環量、流速等を算出して決定する。Further, the design of the inner pipe, the support plate, and the reinforcing plate at the joint between the column and the beam is determined by calculating the cooling water circulation amount, the flow velocity, etc. based on the above-mentioned fire resistance calculation.
水冷鋼管柱の内部防蝕剤としては亜硝酸カリウムKNO2な
どを用いるほか、寒冷地では凍結防止剤として炭酸カリ
ウムK2CO3などを採用する。たとえば、−30℃では水100
部に対してK2CO360部、KNO2を1部(重量比)などが用
いられる。In addition to using potassium nitrite KNO 2 as an internal corrosion inhibitor for water-cooled steel pipe columns, potassium carbonate K 2 CO 3 is used as an antifreezing agent in cold regions. For example, 100 water at -30 ° C
For example, 60 parts of K 2 CO 3 and 1 part of KNO 2 (weight ratio) are used.
第3図のグラフは縦軸に温度(℃)を、横軸に時間(mi
n)をとり、JIS A 1304に基いて求めた火災時の室温
(℃)の変化と本発明に使用する水冷鋼管柱の表面温度
(℃)の変化を表示したもので、温度曲線11は室内温度
(℃)、温度曲線12は前記ケース[1]における鋼管柱
表面温度(℃)を示す。In the graph of Fig. 3, the vertical axis represents temperature (° C) and the horizontal axis represents time (mi).
n) is taken to show the change in room temperature (° C) at the time of fire and the change in surface temperature (° C) of the water-cooled steel pipe column used in the present invention, which is obtained based on JIS A 1304. The temperature (° C) and temperature curve 12 indicate the surface temperature (° C) of the steel pipe column in the case [1].
火災が発生すると室内温度11は急激に上昇し、10分後に
は700℃に達し、その後ゆるやかに上昇してゆく。一方
水冷鋼管柱表面温度12は最初の10分間は急激に上昇する
が、その後ゆるやかに上昇して60分後には220℃に達す
るが、規定値の350℃以下であることがわかる。When a fire occurs, the room temperature 11 rises rapidly, reaches 700 ° C 10 minutes later, and then rises slowly. On the other hand, the surface temperature of the water-cooled steel tube column 12 rises sharply for the first 10 minutes, then gradually rises and reaches 220 ° C 60 minutes later, but it is clear that it is below the specified value of 350 ° C.
次に、第4図は本発明に使用する水冷鋼管柱2Cの部分切
欠縦断面を示す概略図で、主として11階(11F)部分に
係り、12階(12F)の床梁4の空間13に向けて蒸気排出
管7が水冷鋼管柱2Cから突出している。蒸気排出管7は
当該建築物の外壁面や屋上(最上階の場合)に適宜に設
けられた排気孔(図示せず)に連通している。8は平常
状態において冷却水量を維持するための冷却水補給パイ
プで、14は開閉弁を示す。水位計9により冷却水5の過
不足を検出し、制御装置(図示せず)に伝達し、それに
応じて開閉弁14を作動し冷却水の補給を行なう。Next, FIG. 4 is a schematic view showing a partially cut vertical cross section of the water-cooled steel pipe column 2C used in the present invention, which is mainly related to the 11th floor (11F) part and the space 13 of the floor beam 4 on the 12th floor (12F). The steam discharge pipe 7 projects toward the water-cooled steel pipe column 2C. The steam discharge pipe 7 communicates with an exhaust wall (not shown) that is appropriately provided on the outer wall surface of the building or on the rooftop (in the case of the uppermost floor). Reference numeral 8 is a cooling water supply pipe for maintaining the amount of cooling water in a normal state, and 14 is an opening / closing valve. The water level gauge 9 detects the excess or deficiency of the cooling water 5 and transmits it to a control device (not shown). In response to this, the on-off valve 14 is operated to replenish the cooling water.
前述の構成により、火災時に水冷鋼管柱2C内に発生する
水蒸気は蒸気排出管7から安全に屋外に排出されるの
で、水蒸気による二次災害発生の恐れはない。また、冷
却水タンク2C2の上部空間6の容積は冷却水の熱膨張量
と蒸気排出管7による蒸気排出を考慮して決定する。With the above-described configuration, the steam generated in the water-cooled steel pipe column 2C at the time of a fire is safely discharged to the outside through the steam discharge pipe 7, so there is no risk of a secondary disaster due to the steam. The volume of the upper space 6 of the cooling water tank 2C 2 is determined in consideration of the thermal expansion amount of the cooling water and the steam discharge by the steam discharge pipe 7.
第2図で説明したようにB冷却ブロックで火災が発生し
た場合、矢印15a〜15cで示すような冷却水の循環が生
じ、さらに冷却水の蒸発による潜熱の吸収により水冷鋼
管柱2Cの温度を規定値以下に抑えることが可能である。
16a,16bは防火区画としての機能を備えたたとえば耐火
コンクリート床を示す。As described in FIG. 2, when a fire occurs in the B cooling block, the cooling water circulates as shown by arrows 15a to 15c, and the temperature of the water-cooled steel pipe column 2C is further increased by absorbing the latent heat by the evaporation of the cooling water. It is possible to keep it below the specified value.
Reference numerals 16a and 16b denote, for example, fireproof concrete floors having a function as a fireproof section.
以上B冷却ブロックについて説明したが、火災がA,C,D
冷却ブロックのいずれに発生しても冷却水循環により水
冷鋼管柱の冷却は充分に行なわれる。The B cooling block has been explained above, but fires A, C, D
Even if it occurs in any of the cooling blocks, the water-cooled steel pipe columns are sufficiently cooled by the cooling water circulation.
本発明における耐火被覆3bは建築関係規定に従った仕様
で充分であり、たとえば吹付石綿、ラスモルタル、コン
クリート等の耐火材を用いて基準通りに施工する。The fire-resistant coating 3b in the present invention is sufficient in the specifications according to the building-related regulations, and is constructed in accordance with the standard by using a fire-resistant material such as sprayed asbestos, lath mortar or concrete.
次に、本発明において水冷鋼管柱を建高さ方向に単位冷
却ブロックに区分する点について説明する。Next, in the present invention, the point of dividing the water-cooled steel pipe column into unit cooling blocks in the building height direction will be described.
水冷鋼管柱がSM50に規定される鋼材の場合、長期許容応
力度2,200Kg/cm2、短期許容応力度、3,300Kg/cm2なの
で、当該存在応力度に水圧による応力度を加えてそれぞ
れ許容応力度以内になるように設計する。水冷鋼管柱と
して内径Dcm、板厚tcmの円形鋼管および角形鋼管を選定
した場合、単位冷却ブロックの高さをHmとし、K2CO3、K
NO2を含む冷却水の比重γを1.36t/m3とすれば水圧P
は、下記(3)式の通りである。When the water-cooled steel pipe column is a steel material specified in SM50, the long-term allowable stress is 2,200 Kg / cm 2 , the short-term allowable stress is 3,300 Kg / cm 2, so the allowable stress is added to the existing stress by hydraulic pressure. Design to be within degrees. When a circular steel pipe or square steel pipe with an inner diameter Dcm and a plate thickness tcm is selected as the water-cooled steel pipe column, the height of the unit cooling block is set to Hm, and K 2 CO 3 , K
If the specific gravity γ of the cooling water containing NO 2 is 1.36 t / m 3 , the water pressure P
Is as in the following formula (3).
P=γ・H =0.136HKg/cm2 ……(3) 水圧による水冷鋼管柱の応力度σ1、σ2は、円形水冷鋼
管柱σ1=0.068×H×K Kg/cm2 角形水冷鋼管柱σ2=0.068×H×K(1+K) Kg/cm2 (隅角部) ただし そこでHを40mとし、内径Dが46.2cm、板厚tが1.9cmの
鋼管柱では、 円形水冷鋼管柱の応力度σ1=66.1Kg/cm2 角形水冷鋼管柱の応力度σ2=1,674.3Kg/cm2 となる。そこで、単位冷却ブロックを大きくとりたい場
合には円形水冷鋼管柱を採用することが好ましい。P = γ ・ H = 0.136 HKg / cm 2 (3) Stresses σ 1 and σ 2 of the water-cooled steel pipe column due to water pressure are circular water-cooled steel pipe column σ 1 = 0.068 × H × K Kg / cm 2 Square water-cooled steel pipe Column σ 2 = 0.068 × H × K (1 + K) Kg / cm 2 (corner) Therefore, in the case of steel tube with H of 40 m, inner diameter D of 46.2 cm, and plate thickness t of 1.9 cm, stress of circular water-cooled steel tube σ 1 = 66.1Kg / cm 2 Stress of rectangular water-cooled steel tube σ 2 = 1,674.3Kg / cm 2 Therefore, when it is desired to make the unit cooling block large, it is preferable to adopt a circular water-cooled steel pipe column.
単位冷却ブロックの区分は通常階層で言うと5〜30階位
までで、好適には10〜20階程度に設計することが経済的
である場合が多い。The unit cooling block is usually divided into 5th to 30th floors, and it is often economical to design the unit cooling block into 10th to 20th floors.
本発明において上階部分とは、前述の説明で明らかなよ
うに、1階相当分で冷却機能が満足される場合と、2〜
3階相当分以上の水冷鋼管柱を連続して耐火被覆し冷却
水タンクとして利用する場合があり、それらはすべて耐
火計算による冷却機能の充足を考慮して決定する。In the present invention, the upper floor portion means, as is clear from the above description, the case where the cooling function is satisfied by the portion equivalent to the first floor,
In some cases, water-cooled steel pipe columns equivalent to or more than the third floor may be continuously fireproof coated and used as a cooling water tank, and all of them are determined in consideration of the satisfaction of the cooling function by the fireproof calculation.
冷却機能をさらに高める必要がある場合は第5図に示す
ように水冷鋼管柱2Cの内側に固着された支持金具17a,17
bを介して冷却水下降内管18を支持させ、二重水冷鋼管
柱を構成すると、冷却効率を10〜15%向上させることが
可能になる。When it is necessary to further enhance the cooling function, as shown in FIG. 5, support fittings 17a, 17 fixed to the inside of the water-cooled steel pipe column 2C
When the cooling water descending inner pipe 18 is supported via b to form a double water-cooled steel pipe column, the cooling efficiency can be improved by 10 to 15%.
[発明の効果] 本発明の耐火構造建築物は主要骨組柱材としてそれ自身
で冷却水タンクを有する水冷鋼管柱を用い別置の冷却水
タンクを必要としないので、利用空間が広く、かつ耐震
性が優れている。また、建設にあたって経済的な設計が
可能なので建築コストが低廉である。[Effects of the Invention] The refractory structure of the present invention uses a water-cooled steel pipe column having a cooling water tank by itself as a main frame pillar material and does not require a separate cooling water tank. It has excellent properties. In addition, the construction cost is low because economical design is possible for the construction.
第1図は本発明にかかる耐火構造建築物の一例を示す概
略図、 第2図は水冷鋼管柱の部分縦断面概略図、 第3図は火災時の室温(℃)と水冷鋼管柱の表面温度の
変化を示す図、 第4図は水冷鋼管柱の部分切欠縦断面図、 第5図は二重水冷鋼管柱の部分縦断面概略図である。 1…耐火構造建築物、2a〜2d…水冷鋼管柱、2c1…内
腔、2c2…冷却水タンク、3a〜3d…耐火被覆、4…梁、
5…冷却水、6…上部空間、7…蒸気排出管、8…冷却
水補給パイプ、9…水位計、10…火災、11,12…温度曲
線、13…空間、14…開閉弁、15a〜15c…矢印、16a、16b
…耐火コンクリート床、17a,17b…支持金具、18…冷却
水下降内管。FIG. 1 is a schematic view showing an example of a refractory structure according to the present invention, FIG. 2 is a schematic partial longitudinal cross-sectional view of a water-cooled steel pipe column, and FIG. 3 is a room temperature (° C.) at the time of fire and the surface of the water-cooled steel pipe column. FIG. 4 is a partially cutaway vertical sectional view of a water-cooled steel pipe column, and FIG. 5 is a partial vertical sectional schematic view of a double water-cooled steel pipe column. DESCRIPTION OF SYMBOLS 1 ... Fireproof structure building, 2a-2d ... Water-cooled steel pipe column, 2c 1 ... Lumen, 2c 2 ... Cooling water tank, 3a-3d ... Fireproof coating, 4 ... Beam,
5 ... Cooling water, 6 ... Upper space, 7 ... Steam discharge pipe, 8 ... Cooling water supply pipe, 9 ... Water level gauge, 10 ... Fire, 11, 12 ... Temperature curve, 13 ... Space, 14 ... Open / close valve, 15a ... 15c ... Arrows, 16a, 16b
… Fire-resistant concrete floor, 17a, 17b… Support metal fittings, 18… Cooling water descending inner pipe.
Claims (2)
する耐火構造建築物において、前記水冷鋼管柱を建家高
さ方向に単位冷却ブロックに区分し、該単位冷却ブロッ
クについて上階部分のみ該水冷鋼管柱を耐火被覆して冷
却水タンクを形成し、該冷却水タンクに冷却水補給装置
と建屋外部に連通する蒸気排出管とを設けたことを特徴
とする耐火構造建築物。1. A refractory structure building in which a water-cooled steel pipe column containing water is used as a main frame column material, the water-cooled steel pipe column is divided into unit cooling blocks in a building height direction, and the unit cooling block is located on an upper floor. A refractory structure building characterized in that only a portion of the water-cooled steel pipe pillar is fireproof coated to form a cooling water tank, and the cooling water tank is provided with a cooling water supply device and a steam discharge pipe communicating with the outdoor portion of the building.
蔵した二重水冷鋼管柱を用いた特許請求の範囲第1項記
載の耐火構造建築物。2. The refractory structure building according to claim 1, wherein a double water-cooled steel pipe column having a cooling water descending inner pipe built therein is used as the water-cooled steel pipe column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22356187A JPH07113237B2 (en) | 1987-09-07 | 1987-09-07 | Fireproof building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22356187A JPH07113237B2 (en) | 1987-09-07 | 1987-09-07 | Fireproof building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6466341A JPS6466341A (en) | 1989-03-13 |
| JPH07113237B2 true JPH07113237B2 (en) | 1995-12-06 |
Family
ID=16800089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22356187A Expired - Fee Related JPH07113237B2 (en) | 1987-09-07 | 1987-09-07 | Fireproof building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07113237B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020028166A (en) * | 2002-02-19 | 2002-04-16 | 박종원 | The method of fire resistance for the steel by using the evaporation heat of water |
| JP6512415B2 (en) * | 2016-12-22 | 2019-05-15 | 喜一 滝田 | Squirrel device having a water level detection function, fireproof safe having the sounder device, and figurine capable of substantially functioning as a fireproof safe |
| CN111877538A (en) * | 2020-07-28 | 2020-11-03 | 深圳市邑筑建筑设计有限公司 | Fireproof building structure and construction process thereof |
-
1987
- 1987-09-07 JP JP22356187A patent/JPH07113237B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6466341A (en) | 1989-03-13 |
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