JPH0490986A - Floating body type off-shore city building group - Google Patents
Floating body type off-shore city building groupInfo
- Publication number
- JPH0490986A JPH0490986A JP20553490A JP20553490A JPH0490986A JP H0490986 A JPH0490986 A JP H0490986A JP 20553490 A JP20553490 A JP 20553490A JP 20553490 A JP20553490 A JP 20553490A JP H0490986 A JPH0490986 A JP H0490986A
- Authority
- JP
- Japan
- Prior art keywords
- building
- floating
- buildings
- wind
- floating body
- 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
- 238000007667 floating Methods 0.000 title claims abstract description 59
- 238000007664 blowing Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は浮体式海上都市ビル群に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a group of floating floating city buildings.
従来、海上部市では、第7図斜視図に示すように、海面
の埋立地に各種のビルが建設されており、この場合ビル
は人工地盤上に建設されるので、陸上と同様、特別な風
荷重対策は講じられていない。しかしながら、浮体式海
上都市では海面上に浮んだ浮体上にビルか建設されるの
で、風荷重により浮体及びビルが動揺し、安全性に大き
な影響を及ぼす。Traditionally, in maritime cities, various buildings have been constructed on reclaimed land on the sea surface, as shown in the perspective view of Figure 7. In this case, the buildings are constructed on artificial ground, so they require special construction, just like on land. No measures were taken to deal with wind loads. However, in floating cities, buildings are constructed on floating bodies floating on the sea surface, so the floating bodies and buildings are shaken by wind loads, which has a significant impact on safety.
そこで、その対策として、第8図斜視図に示すように、
海上部市の風上側の周囲に高層ビルを建設し、強風によ
る圧荷重をこれら高層ビルで受けることで、風下側の海
面を強風の吹かない静穏な区域とすることも提案されて
いる。Therefore, as a countermeasure, as shown in the perspective view of Figure 8,
It has also been proposed that high-rise buildings be built around the windward side of a seaside city, and by having these high-rise buildings absorb the pressure load from strong winds, the sea surface on the leeward side can be made into a calm area free from strong winds.
しかし2、この場合でも静穏な風下側区域の浮体ビルの
設計条件は軽減されるが、周囲の高層ビルの浮体ビルの
設計条件は直接強風に当るベースとなり、係留設備及び
浮体構造は巨大な規模のものとならざるを得ない。However, 2. Even in this case, the design conditions for floating buildings in the calm leeward area are reduced, but the design conditions for floating buildings in the surrounding high-rise buildings are based on direct exposure to strong winds, and the mooring equipment and floating structure are on a huge scale. It has no choice but to become a thing.
本発明はこのような事情に鑑みて提案されたもので、浮
体及び高層ヒル、中層ビルの圧荷重を軽減することので
きる浮体式海上都市ビル群を提供することを目的とする
。The present invention was proposed in view of the above circumstances, and an object of the present invention is to provide a group of floating floating city buildings that can reduce pressure loads on floating bodies, high-rise hills, and mid-rise buildings.
そのために本発明は、浮体式海上都市において、浮体式
高層ビルを中央部に配設し、上記浮体式高層ビルの風上
側に複数の浮体式中層ビルを配設し、更に上記浮体式中
層ビルの風上側に複数の浮体式低層ビルを配設したこと
を特徴とする。To this end, the present invention provides a floating floating city in which a floating high-rise building is disposed in the center, a plurality of floating mid-rise buildings are disposed on the windward side of the floating high-rise building, and the floating mid-rise building It is characterized by the construction of multiple floating low-rise buildings on the windward side.
このような構成によれば、風圧面積が大きく圧荷重が大
きくなる高層ビルへの風荷重を中低層ビルで分担負荷す
ることにより軽減する。According to such a configuration, the wind load on a high-rise building, where the wind pressure area is large and the pressure load is large, is reduced by sharing the load with the middle- and low-rise buildings.
中低層ビルに当った風かそのビルの風圧面の傾きなどに
よる上昇気流をビル上部に設けたノズル又は傾斜板等に
より上方に吹き上げることにより、高層ビルへの風向き
を変えるあるいは乱すことにより、高層ビルに対する風
荷重を軽減する。By blowing updrafts caused by the wind hitting a mid- to low-rise building or the inclination of the building's wind pressure surface upwards using a nozzle or inclined plate installed on the top of the building, the direction of the wind toward the high-rise building is changed or disturbed. Reduce wind loads on buildings.
本発明の一実施例を図面について説明すると、第1図は
その側面図、第2図は第1図の平面図、第3図は第1図
の1部を示す縦断面図、第4図は第3図の平面図、第5
図は第1図の変形例を示す側面図、第6図は第5図の平
面図である。An embodiment of the present invention will be explained with reference to the drawings. Fig. 1 is a side view thereof, Fig. 2 is a plan view of Fig. 1, Fig. 3 is a vertical sectional view showing a part of Fig. 1, and Fig. 4 is the plan view of Figure 3,
This figure is a side view showing a modification of FIG. 1, and FIG. 6 is a plan view of FIG. 5.
まず、第1〜2図において、1は浮体5上に建設された
高層ビルであり、浮体5は複数の係留索6により、海上
に係留され、係留方式としては、水深等の条件により各
種係留方式が選定される。First, in Figures 1 and 2, 1 is a high-rise building built on a floating body 5, and the floating body 5 is moored on the sea with a plurality of mooring ropes 6. Various mooring methods are used depending on conditions such as water depth. A method is selected.
2は高石ビル1より低い浮体式中層ビル、2′は中層ビ
ル2より低い浮体式低層ビルで、複数の中層ビル2は高
層ビル1を囲繞するように配設され、複数の低層ビル2
′は複数の中層ビル2を囲繞するように配設されている
。2 is a floating mid-rise building that is lower than the Takaishi Building 1; 2' is a floating low-rise building that is lower than the mid-rise building 2; the multiple mid-rise buildings 2 are arranged so as to surround the high-rise building 1;
' is arranged so as to surround a plurality of mid-rise buildings 2.
ここで、中層ビル2.低層ビル2′の風上側の上端には
、第3〜4図に示すように、それぞれ下流風向を上方へ
偏向するためのノズル3及び傾斜面4が付設されている
。Here, medium-rise building 2. As shown in FIGS. 3 and 4, a nozzle 3 and an inclined surface 4 for deflecting the downstream wind direction upward are attached to the upper end of the low-rise building 2' on the windward side.
浮体式海洋都市の設置場所により、気象データに基づい
て強風の吹く方向が判るので、海上都市計画に当り強圧
の吹く方向には第1〜2図に示した要仰で高層ビル1を
囲繞するように複数の中層ビル2.複数の低層ビル2′
を配置する。Depending on the installation location of the floating ocean city, the direction in which strong winds will blow can be determined based on meteorological data, so when planning a maritime city, it is necessary to surround the high-rise building 1 in the direction of strong pressure as shown in Figures 1 and 2. Multiple mid-rise buildings such as 2. Multiple low-rise buildings 2'
Place.
これにより、高層ビル1の全面に強風が当らないよう遮
蔽したことになり、風圧力が複数の浮体ビルにより分散
されたことになる。This means that the entire surface of the high-rise building 1 is shielded from strong winds, and the wind pressure is dispersed by the multiple floating buildings.
また、低層ビル2′、中層ビル2に当った風はそれぞれ
そのビル前面の傾斜面4に沿って上昇したのち、更に中
層ビル2の上部に設けられたノズル3m造あるいは板構
造により上方向に速度を増加して吹き上げられる。In addition, the wind hitting the low-rise building 2' and the medium-rise building 2 rises along the slope 4 in front of the building, and then is further directed upward by a 3-meter nozzle or plate structure installed at the top of the medium-rise building 2. Increases speed and blows up.
この上方向の風によりその上方の水平方向の強風は弱め
られることになり、高層ビルに当たる風圧を軽減する。This upward wind weakens the strong horizontal wind above it, reducing the wind pressure hitting the skyscrapers.
なお、第1〜2図に示した浮体ビル群を第5〜6図に示
すように、コ字状に海上に配設し、これらの浮体ビル群
によりコ字状に囲んだ部分を内部静穏海面として、ここ
に比較的低層浮体ビルを配設することもできる。The floating buildings shown in Figures 1 and 2 are arranged on the sea in a U-shape as shown in Figures 5-6, and the area surrounded by these floating buildings in a U-shape is designed to provide internal peace and quiet. A relatively low-rise floating building can also be placed here at sea level.
このような浮体ビルの配置によれば、より高層ビルを中
央に、より低い中層ビルを外側に配置し、風荷重を複数
の浮体ビルに分散することにより高層ビルでの圧荷重を
大きく軽減することができる。According to this arrangement of floating buildings, taller buildings are placed in the center and lower mid-rise buildings are placed on the outside, which greatly reduces the pressure load on high-rise buildings by distributing wind loads among multiple floating buildings. be able to.
また、高層浮体ビルの風上側に隣接する低層浮体ビルに
当った風の方向をノズル等により上方向に吹き上げるこ
とで、風下側高層浮体ビルへの風荷重を軽減することか
できる。In addition, by blowing the wind that hits the low-rise floating building adjacent to the windward side of the high-rise floating building upward using a nozzle or the like, the wind load on the leeward-side high-rise floating building can be reduced.
要するに本発明によれば、浮体式海上都市において、浮
体式高層ビルを中央部に配設し、上記浮体式高層ビルの
風上側に複数の浮体式中層ビルを配設し、更に上記浮体
式中層ビルの風上側に複数の浮体式低層ビルを配設した
ことにより、浮体及び高層ビル、中層ビルの圧荷重を軽
減することのできる浮体式海上都市ビル群を得るから、
本発明は産業上極めて有益なものである。In short, according to the present invention, in a floating floating city, a floating high-rise building is arranged in the center, a plurality of floating mid-rise buildings are arranged on the windward side of the floating high-rise building, and By arranging a plurality of floating low-rise buildings on the windward side of the building, a group of floating floating city buildings can be obtained that can reduce the pressure loads of floating bodies, high-rise buildings, and mid-rise buildings.
The present invention is extremely useful industrially.
【図面の簡単な説明】
第1図は本発明の一実施例を示す側面図、第2図は第1
図の平面図、第3図は第1図の■部を示す縦断面図、第
4図は第3図の平面図、第5図は第1図の変形例を示す
側面図、第6図は第5図の平面図である。
第7図は公知の陸上ビルを示す側面図、第8図は公知の
海上都市ビルを示す斜視図である。
1・・・高層ビル、2・・・中面ビル、2′・・・低層
ビル、3−ノズル、4・・・傾斜面、5・・・浮体、6
・・係留索、
代理人 弁理士 塚 本 正 文
第
図
1−風[BRIEF DESCRIPTION OF THE DRAWINGS] Fig. 1 is a side view showing one embodiment of the present invention, and Fig. 2 is a side view showing an embodiment of the present invention.
FIG. 3 is a vertical sectional view showing the part ■ in FIG. 1, FIG. 4 is a plan view of FIG. 3, FIG. 5 is a side view showing a modification of FIG. 1, and FIG. is a plan view of FIG. 5; FIG. 7 is a side view of a known land-based building, and FIG. 8 is a perspective view of a known maritime city building. 1...High-rise building, 2...Mid-level building, 2'...Low-rise building, 3-Nozzle, 4...Sloped surface, 5...Floating body, 6
・・Mooring rope, agent Masaru Tsukamoto Figure 1-Wind
Claims (1)
設し、上記浮体式高層ビルの風上側に複数の浮体式中層
ビルを配設し、更に上記浮体式中層ビルの風上側に複数
の浮体式低層ビルを配設したことを特徴とする浮体式海
上都市ビル群。In a floating floating city, a floating high-rise building is arranged in the center, a plurality of floating mid-rise buildings are arranged on the windward side of the floating high-rise building, and a plurality of floating mid-rise buildings are arranged on the windward side of the floating mid-rise building. A group of floating floating city buildings featuring floating low-rise buildings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20553490A JPH0490986A (en) | 1990-08-02 | 1990-08-02 | Floating body type off-shore city building group |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20553490A JPH0490986A (en) | 1990-08-02 | 1990-08-02 | Floating body type off-shore city building group |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0490986A true JPH0490986A (en) | 1992-03-24 |
Family
ID=16508484
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20553490A Pending JPH0490986A (en) | 1990-08-02 | 1990-08-02 | Floating body type off-shore city building group |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0490986A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06221003A (en) * | 1993-01-27 | 1994-08-09 | Toda Constr Co Ltd | Continental shelf city |
JP2010101033A (en) * | 2008-10-22 | 2010-05-06 | Shimizu Corp | Method for constructing aquatic structure |
CN103754334A (en) * | 2014-01-29 | 2014-04-30 | 张利铨 | Yacht type villa and ultra-large type ocean city |
JP2016141983A (en) * | 2015-01-30 | 2016-08-08 | 清水建設株式会社 | Marine construction method for floating body-type marine structure, and floating body-type marine structure |
-
1990
- 1990-08-02 JP JP20553490A patent/JPH0490986A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06221003A (en) * | 1993-01-27 | 1994-08-09 | Toda Constr Co Ltd | Continental shelf city |
JP2010101033A (en) * | 2008-10-22 | 2010-05-06 | Shimizu Corp | Method for constructing aquatic structure |
CN103754334A (en) * | 2014-01-29 | 2014-04-30 | 张利铨 | Yacht type villa and ultra-large type ocean city |
JP2016141983A (en) * | 2015-01-30 | 2016-08-08 | 清水建設株式会社 | Marine construction method for floating body-type marine structure, and floating body-type marine structure |
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