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JP6935304B2 - Negative pressure adjustment mechanism and high-rise building - Google Patents
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JP6935304B2 - Negative pressure adjustment mechanism and high-rise building - Google Patents

Negative pressure adjustment mechanism and high-rise building Download PDF

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JP6935304B2
JP6935304B2 JP2017211570A JP2017211570A JP6935304B2 JP 6935304 B2 JP6935304 B2 JP 6935304B2 JP 2017211570 A JP2017211570 A JP 2017211570A JP 2017211570 A JP2017211570 A JP 2017211570A JP 6935304 B2 JP6935304 B2 JP 6935304B2
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negative pressure
void
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rise building
circumference
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JP2019085694A (en
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憲昭 鰐渕
憲昭 鰐渕
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Kumagai Gumi Co Ltd
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Description

本発明は、屋上に開放するボイド(吹き抜け)を有する高層建物に適用される負圧調整機構及び該負圧調整機構を備える高層建物に関する。 The present invention relates to a negative pressure adjusting mechanism applied to a high-rise building having a void (atrium) that opens on the roof and a high-rise building including the negative pressure adjusting mechanism.

従来、集合住宅やオフィスビル、複合ビル、ホテルのような高層建物における換気性や採光性の向上のために、高層建物にその内部を上下方向へ伸び、その屋上に開放するボイドが設けられている(特許文献1参照)。 Conventionally, in order to improve ventilation and light collection in high-rise buildings such as apartment buildings, office buildings, complex buildings, and hotels, high-rise buildings have voids that extend vertically and open to the roof. (See Patent Document 1).

ところで、軒高が比較的高い高層建物では、そのボイドの上空を通過する風のためにボイドの内部の圧力が低下し、ボイドが負圧の状態におかれることがある。ボイドを有する高層建物にあっては、ボイドが負圧状態になると、ボイドと該ボイドの周囲に設けられた各階の居室との間に圧力差が生じ、高層建物における生活、活動等に支障が生じることがある。例えば、居室を経て伸びる通気用ダクトの挿通路を風が高速で通過することによる気流音(騒音)の発生、玄関扉に設けられた錠のラッチボルトやデッドボルトとこれらの受座(ストライク)との高い接触圧による玄関扉の開閉の不具合等を招来する。 By the way, in a high-rise building with a relatively high eave height, the pressure inside the void decreases due to the wind passing over the void, and the void may be placed in a negative pressure state. In a high-rise building with a void, when the void is in a negative pressure state, a pressure difference occurs between the void and the living room on each floor provided around the void, which hinders the life and activities of the high-rise building. May occur. For example, the generation of airflow noise (noise) due to the high-speed passage of wind through the insertion passage of the ventilation duct that extends through the living room, the latch bolts and dead bolts of the locks provided on the front door, and their seats (strikes). The high contact pressure with the door causes problems such as opening and closing of the entrance door.

特開2003−83577号公報Japanese Unexamined Patent Publication No. 2003-83577

したがって、本発明は、高層建物のボイドに生じる負圧を調整する負圧調整機構を提供し、また、前記負圧調整機構を備える高層建物を提供する。 Therefore, the present invention provides a negative pressure adjusting mechanism for adjusting a negative pressure generated in a void of a high-rise building, and also provides a high-rise building including the negative pressure adjusting mechanism.

本発明は、屋上に開放するボイドを有する高層建物に適用される負圧調整機構及び該負圧調整機構を備える高層建物に係る。前記負圧調整機構は、前記高層建物の屋上に設置され前記ボイドの開放端の周囲を取り巻く円周に沿って移動可能の風受けを備える。 The present invention relates to a negative pressure adjusting mechanism applied to a high-rise building having a void that opens on the roof and a high-rise building including the negative pressure adjusting mechanism. The negative pressure adjusting mechanism is installed on the roof of the high-rise building and includes a wind receiver that can move along the circumference surrounding the open end of the void.

本発明によれば、前記高層建物の屋上を吹き抜ける風によって前記ボイド内の圧力が低下し前記ボイドが負圧の状態におかれたとき、前記風受けによって堰き止められ前記ボイドの開放端からその内部に導入される風により前記ボイド内の圧力を増大させ、負圧の程度を軽減することができる。前記風受けは、これを前記ボイドの開放端の周囲の円周に沿って移動させることにより、風の吹く方向に向けることができる。これにより、前記ボイドの負圧現象に起因して生じる高層建物の全ての居室における生活、活動等の支障を低減することができる。 According to the present invention, when the pressure in the void is lowered by the wind blowing through the roof of the high-rise building and the void is placed in a negative pressure state, it is blocked by the wind receiver and is blocked from the open end of the void. The pressure inside the void can be increased by the wind introduced inside, and the degree of negative pressure can be reduced. The wind receiver can be directed in the direction of the wind by moving it along the circumference around the open end of the void. As a result, it is possible to reduce obstacles to life, activities, etc. in all the living rooms of the high-rise building caused by the negative pressure phenomenon of the void.

前記風受けは、例えば、前記高層建物の屋上に取り付けられ前記円周上を伸びる環状のレール上に該レールに沿って移動可能に支持される。 The wind receiver is, for example, mounted on the roof of the high-rise building and movably supported along the rail on an annular rail extending on the circumference.

前記風受けは、例えば、前記円周の中心を取り巻く、前記円周の直径と同じ大きさの直径を有する四半球形のパネル、又は、前記円周の中心を含む鉛直軸線を取り巻く、前記円周の直径と同じ大きさの直径を有する半円筒形のパネルからなるものとすることができる。 The wind receiver is, for example, a quadrilateral panel having a diameter equal to the diameter of the circumference that surrounds the center of the circumference, or the circumference that surrounds the vertical axis including the center of the circumference. It can consist of a semi-cylindrical panel having a diameter as large as the diameter of.

一の実施形態に係る負圧調整機構及び該負圧調整機構を備える高層建物の概略的な斜視図である。It is a schematic perspective view of the negative pressure adjustment mechanism which concerns on one Embodiment, and the high-rise building provided with the negative pressure adjustment mechanism. 図1に示す負圧調整機構及び高層建物の概略的な縦断面図である。It is a schematic vertical sectional view of the negative pressure adjustment mechanism and a high-rise building shown in FIG. 図1に示す高層建物の屋上の概略的な平面図である。It is a schematic plan view of the roof of the high-rise building shown in FIG. 負圧調整機構の部分断面図である。It is a partial cross-sectional view of a negative pressure adjustment mechanism. 他の実施形態に係る負圧調整機構の概略的な部分斜視図である。It is a schematic partial perspective view of the negative pressure adjustment mechanism which concerns on another embodiment.

図1〜図3を参照すると、本発明の実施形態に係る負圧調整機構及び該負圧調整機構を備える高層建物が、それぞれ、全体に符号10及び符号12で示されている。符号14及び16は、それぞれ、高層建物12の屋上及び該屋上に設けられた立ち上がり壁を示す。 With reference to FIGS. 1 to 3, the negative pressure adjusting mechanism according to the embodiment of the present invention and the high-rise building provided with the negative pressure adjusting mechanism are indicated by reference numerals 10 and 12, respectively. Reference numerals 14 and 16 indicate the rooftop of the high-rise building 12 and the rising walls provided on the rooftop, respectively.

高層建物12は、集合住宅、オフィスビル、複合ビル、ホテル等からなり、その内部を鉛直に伸び、屋上14に開放する吹き抜けであるボイド18を備える。図示の高層建物12及びボイド18はそれぞれ矩形の横断面形状を有し、高層建物12は4つの外壁面12aと、ボイド18を規定する4つの内壁面であって、4つの外壁面12aとそれぞれ平行な4つの内壁面12bとを有する。高層建物12は、矩形以外の他の横断面形状、例えば三角形、円形等の横断面形状を有するものであってもよい。 The high-rise building 12 is composed of an apartment building, an office building, a complex building, a hotel, etc., and includes a void 18 which is a stairwell extending vertically inside the high-rise building 12 and opening to a rooftop 14. The high-rise building 12 and the void 18 shown in the figure each have a rectangular cross-sectional shape, and the high-rise building 12 has four outer wall surfaces 12a and four inner wall surfaces defining the voids 18, respectively. It has four parallel inner wall surfaces 12b. The high-rise building 12 may have a cross-sectional shape other than a rectangle, for example, a cross-sectional shape such as a triangle or a circle.

高層建物12の外壁面12aとボイド18を規定する内壁面12bとの間の空間には、ボイド18の周囲を取り巻く多数の居室階20、すなわち居住、執務、診療、作業、宿泊等の目的のために継続的に使用される1又は複数の居室をそれぞれ有する多数の階層が設けられている。なお、多数の居室階20については、図示上の煩雑を避けるため、これらを個々にではなく、全体として示した。 In the space between the outer wall surface 12a of the high-rise building 12 and the inner wall surface 12b defining the void 18, a large number of living room floors 20 surrounding the void 18, that is, for the purpose of living, office work, medical treatment, work, accommodation, etc. There are multiple floors, each with one or more living rooms that are continuously used for this purpose. For a large number of living room floors 20, these are shown as a whole, not individually, in order to avoid complications in the illustration.

ボイド18は、高層建物12の上空を比較的強い風W(図2)が流れるとき、ボイド18内の空気がその開放上端から吸い上げられ、ボイド18内の圧力が周囲の気圧より低い状態である負圧の状態におかれることがある。高層建物12に適用された負圧調整機構10は、ボイド18が負圧の状態におかれたとき、実際には、前記負圧の値が予め設定された大きさとなったとき、ボイド18内の圧力を高め、負圧の大きさを低減する働きをなす。 In the void 18, when a relatively strong wind W (FIG. 2) flows over the high-rise building 12, the air in the void 18 is sucked up from the open upper end thereof, and the pressure in the void 18 is lower than the ambient air pressure. It may be in a state of negative pressure. The negative pressure adjusting mechanism 10 applied to the high-rise building 12 is inside the void 18 when the void 18 is placed in a negative pressure state, and when the negative pressure value actually reaches a preset size. It works to increase the pressure of the eggplant and reduce the magnitude of the negative pressure.

負圧調整機構10は、高層建物12の屋上14に設けられている。これにより、前記負圧の低減効果を、負圧調整機構10の下方に位置する居室階20の全てに及ぼすことができる。 The negative pressure adjusting mechanism 10 is provided on the roof 14 of the high-rise building 12. As a result, the negative pressure reducing effect can be exerted on all of the living room floors 20 located below the negative pressure adjusting mechanism 10.

負圧調整機構10は風受け22を備える。風受け22は高層建物12の屋上14に設置され、ボイド18の開放端18aの周囲を取り巻く円周に沿って移動可能とされている。 The negative pressure adjusting mechanism 10 includes a wind receiver 22. The wind receiver 22 is installed on the roof 14 of the high-rise building 12, and is movable along the circumference surrounding the open end 18a of the void 18.

図示の風受け22は、高層建物12の屋上14に取り付けられ前記円周上を伸びる環状のレール24上に該レールに沿って移動可能に支持されている。 The illustrated wind receiver 22 is attached to the roof 14 of the high-rise building 12 and is movably supported along the annular rail 24 extending on the circumference.

レール24は、T字形の断面形状を有し、垂直部24a及び該垂直部に連なる水平部24bからなる(図4)。レール24はその垂直部24aにおいて屋上14に固定されている。 The rail 24 has a T-shaped cross-sectional shape, and is composed of a vertical portion 24a and a horizontal portion 24b connected to the vertical portion (FIG. 4). The rail 24 is fixed to the roof 14 at its vertical portion 24a.

他方、風受け22は、下方に向けて開放するC形の横断面形状を有する下端部22aを有する。風受け22は、その下端部22aに設けられた複数(図示の例において4つ)のローラ26、28を1組とする2組のローラ26、28を有する。2組のローラ26、28は、レール24の伸長方向(周方向)に互いに間隔をおいて配置されている。各組のローラ26、28は、風受け22の下端部22aの内部に配置されかつ下端部22aに回転可能に支持されている。1組のローラ26はそれぞれ水平軸線の周りに回転可能であり、また、他の1組のローラ28はそれぞれ鉛直軸線の周りに回転可能である。 On the other hand, the wind receiver 22 has a lower end portion 22a having a C-shaped cross-sectional shape that opens downward. The wind receiver 22 has two sets of rollers 26, 28 including a plurality of (four in the illustrated example) rollers 26, 28 provided at the lower end portion 22a. The two sets of rollers 26 and 28 are arranged so as to be spaced apart from each other in the extension direction (circumferential direction) of the rail 24. The rollers 26 and 28 of each set are arranged inside the lower end portion 22a of the wind receiver 22 and are rotatably supported by the lower end portion 22a. One set of rollers 26 can each rotate about the horizontal axis, and the other set of rollers 28 can each rotate about the vertical axis.

風受け22の下端部22aは、レール24の水平部24bをその上方から取り囲んでいる。1組のローラ26はレール24の水平部24bの頂部に相対し、また、他の1組のローラ28はレール24の2つの側部にそれぞれ相対している。 The lower end portion 22a of the wind receiver 22 surrounds the horizontal portion 24b of the rail 24 from above. One set of rollers 26 faces the top of the horizontal portion 24b of the rail 24, and the other set of rollers 28 faces the two sides of the rail 24, respectively.

図示の例にあっては、レール24にその頂部に開放しかつその周方向へ伸びる2つの溝30が設けられ、2つローラ26が、それぞれ、2つの周溝30に該周溝内において転動可能に部分的に受け入れられている。また、レール24には、その両側部にそれぞれ開放しかつその周方向へ伸びる他の2つの溝32が設けられ、他の2つのローラ28が、それぞれ、2つの溝32に該周溝内において転動可能に部分的に受け入れられている。風受け22は、レール24に対する2組のローラ26、28の転動により、前記円周に沿って移動する。 In the illustrated example, the rail 24 is provided with two grooves 30 that are open to the top thereof and extend in the circumferential direction, and the two rollers 26 are respectively rolled into the two peripheral grooves 30 in the peripheral groove. Movably partially accepted. Further, the rail 24 is provided with two other grooves 32 that are open on both sides thereof and extend in the circumferential direction thereof, and the other two rollers 28 are respectively provided in the two grooves 32 in the peripheral groove. Partially accepted to be rollable. The wind receiver 22 moves along the circumference by rolling the two sets of rollers 26 and 28 with respect to the rail 24.

図示の風受け22は前記円周の中心の周囲を取り巻く四半球形のパネルからなり、全体にドーム状を呈する。前記四半球形のパネルは、前記円周の直径と同じ大きさの直径を有し、ボイド18の開放端18aの半分をその上方において覆う内面23を有する。風受け22は、これを前記円周に沿って移動させることにより、その内面23において向かい風Wを受ける状態におくことができる。風受け22は、向かい風Wを受けるとき、風Wの一部wを堰き止める。堰き止められた風wは、風受け22の内面23において反射し、また、四半球形の内面23を案内面として、ボイド18の開放端18aを経てボイド18の内部へと流動する。ボイド18の内部に流動する風wはボイド18内の圧力を高め、これによりボイド18の負圧の程度が軽減される。 The illustrated wind receiver 22 is composed of a quarter-spherical panel surrounding the center of the circumference, and has a dome shape as a whole. The quarter-spherical panel has a diameter as large as the diameter of the circumference and has an inner surface 23 that covers half of the open end 18a of the void 18 above it. By moving the wind receiver 22 along the circumference thereof, the wind receiver 22 can be kept in a state of receiving the head wind W on its inner surface 23. When the wind receiver 22 receives the head wind W, the wind receiver 22 blocks a part w of the wind W. The blocked wind w is reflected on the inner surface 23 of the wind receiver 22 and flows into the void 18 through the open end 18a of the void 18 with the quadrilateral inner surface 23 as a guide surface. The wind w flowing inside the void 18 increases the pressure inside the void 18, thereby reducing the degree of negative pressure in the void 18.

風受け22は、図5に示すように、前記円周の中心を含む鉛直軸線(したがって、ボイド18の軸線)の周囲を取り巻く、前記円周の直径と同じ大きさの直径を有する半円筒形のパネルからなるものとすることができる。前記半円筒形のパネルは、ボイド18の開放端18aの周囲を前記円周の半分にわたって覆う円筒状の内面23を有する。前記半円筒形のパネルの高さ寸法は任意に定めることができる。これによれば、風受け22は、向かい風Wを受けるとき、風Wの一部wを堰き止める。堰き止められた風wは、風受け22の内面23において反射し、また、半円筒状の内面23を案内面として、ボイド18の開放端18aを経てボイド18の内部へと流動する。 As shown in FIG. 5, the wind receiver 22 is a semi-cylindrical shape having a diameter equal to the diameter of the circumference, which surrounds the vertical axis including the center of the circumference (hence, the axis of the void 18). Can consist of a panel of. The semi-cylindrical panel has a cylindrical inner surface 23 that covers the circumference of the open end 18a of the void 18 over half its circumference. The height dimension of the semi-cylindrical panel can be arbitrarily determined. According to this, when the wind receiver 22 receives the head wind W, the wind receiver 22 blocks a part w of the wind W. The blocked wind w is reflected on the inner surface 23 of the wind receiver 22 and flows into the void 18 through the open end 18a of the void 18 with the semi-cylindrical inner surface 23 as a guide surface.

風受け22は、図示の例に代えて、平坦な風の反射面を有するパネル、ブロック等(図示せず)からなるものとすることが可能である。前記平坦な反射面を有する風受け22はその反射面において向かい風Wを受けるとき、その一部wを堰き止める。堰き止められた風wは風受け22の前記反射面において反射し、ボイド18の開放端18aを経てボイド18の内部へと流動する。 Instead of the illustrated example, the wind receiver 22 can be made of a panel, a block, or the like (not shown) having a flat wind reflecting surface. When the wind receiver 22 having the flat reflecting surface receives the head wind W on the reflecting surface, it blocks a part w thereof. The blocked wind w is reflected by the reflective surface of the wind receiver 22 and flows into the void 18 through the open end 18a of the void 18.

風受け22は、例えば電動モータ(図示せず)を駆動源として、レール24上を転動させることができる。また、好ましくは、風向・風速計34が風受け22に取り付けられる。これによれば、風向・風速計34の指示値に基づいて、前記電動モータを作動させ、風受け22を向かい風Wに対向する位置におくことができる。 The wind receiver 22 can be rolled on the rail 24 by using, for example, an electric motor (not shown) as a drive source. Further, preferably, the wind direction / anemometer 34 is attached to the wind receiver 22. According to this, the electric motor can be operated based on the indicated value of the wind direction / anemometer 34, and the wind receiver 22 can be placed at a position facing the head wind W.

また、この例に代えて、風受け22が風Wの力(風力)を受けてレール24上を転動し、向かい風Wに対向するようにすることが可能である。 Further, instead of this example, it is possible that the wind receiver 22 receives the force (wind force) of the wind W and rolls on the rail 24 so as to face the head wind W.

さらに、風受け22は、屋上14に配置されボイド18の開放端18aを跨いで伸びる梁部材(図示せず)に配置されボイド18の軸線の周りに回転可能である支持部材(図示せず)を介して、支持することができる。これにより、風受け22を前記円周に沿って移動可能とすることができる。 Further, the wind receiver 22 is arranged on the roof 14 and is arranged on a beam member (not shown) extending across the open end 18a of the void 18, and is a support member (not shown) that is rotatable around the axis of the void 18. Can be supported through. As a result, the wind receiver 22 can be made movable along the circumference.

図1及び図5に示す風受け22については、図示の例に代えて、これらがそれぞれレール24の直径より大きい直径又は小さい直径を有するものとすることができる。 Regarding the wind receivers 22 shown in FIGS. 1 and 5, instead of the illustrated example, they may have a diameter larger than or smaller than the diameter of the rail 24, respectively.

また、図1に示す風受け22については、図5に示す例に代えて、風受け22の下部22aが逆T字形の断面形状を有するもの(図示せず)とし、また、前記逆T字形の下部22aを受け入れる、上方に向けて開放するC形の横断面形状を有する環状の空間(図示せず)を屋上14に設けることができる。この例においては、1組のローラ26が前記環状の空間を規定する底面に回転可能に配置されまた他の1組のローラ28がそれぞれ前記環状の空間を規定する2つの側面に回転可能に配置される。他方、前記逆T字形の下部22aの底面及び側面にそれぞれ2つのローラ26及び2つのローラ28を転動可能に受け入れる2つの周溝30及び周溝32が設けられる。 Further, regarding the wind receiver 22 shown in FIG. 1, instead of the example shown in FIG. 5, the lower portion 22a of the wind receiver 22 has an inverted T-shaped cross section (not shown), and the inverted T-shape. An annular space (not shown) having a C-shaped cross-sectional shape that receives the lower portion 22a of the roof and opens upward can be provided on the roof 14. In this example, a set of rollers 26 is rotatably arranged on the bottom surface defining the annular space, and another set of rollers 28 is rotatably arranged on two sides defining the annular space, respectively. Will be done. On the other hand, two peripheral grooves 30 and two peripheral grooves 32 that rotatably receive the two rollers 26 and the two rollers 28 are provided on the bottom surface and the side surface of the inverted T-shaped lower portion 22a, respectively.

10 負圧調整機構
12 高層建物
14 屋上
18 ボイド
18a ボイドの開放端
22 風受け
24 レール
26、28 ローラ
10 Negative pressure adjustment mechanism 12 High-rise building 14 Rooftop 18 Void 18a Void open end 22 Wind receiver 24 Rail 26, 28 Roller

Claims (5)

屋上に開放するボイドを有する高層建物に適用される負圧調整機構であって、
前記高層建物の屋上に設置され前記ボイドの開放端の周囲を取り巻く円周に沿って移動可能の風受けを備える、負圧調整機構。
A negative pressure adjustment mechanism applied to high-rise buildings with voids that open to the roof.
A negative pressure adjusting mechanism installed on the roof of the high-rise building and provided with a wind receiver that can move along the circumference surrounding the open end of the void.
前記風受けは、前記高層建物の屋上に取り付けられ前記円周上を伸びる環状のレール上に該レールに沿って移動可能に支持されている、請求項1に記載の負圧調整機構。 The negative pressure adjusting mechanism according to claim 1, wherein the wind receiver is mounted on the roof of the high-rise building and is movably supported on an annular rail extending on the circumference. 前記風受けは、前記円周の中心を取り巻く、前記円周の直径と同じ大きさの直径を有する四半球形のパネルからなる、請求項1又は2に記載の負圧調整機構。 The negative pressure adjusting mechanism according to claim 1 or 2, wherein the wind receiver comprises a quadrilateral spherical panel having a diameter equal to that of the circumference, which surrounds the center of the circumference. 前記風受けは、前記円周の中心を含む鉛直軸線を取り巻く、前記円周の直径と同じ大きさの直径を有する半円筒形のパネルからなる、請求項1又は2に記載の負圧調整機構。 The negative pressure adjusting mechanism according to claim 1 or 2, wherein the wind receiver comprises a semi-cylindrical panel having a diameter equal to the diameter of the circumference surrounding a vertical axis including the center of the circumference. .. 請求項1〜4のいずれか1項に記載の負圧調整機構を備える、屋上に開放するボイドを有する高層建物。 A high-rise building having a void that opens on the roof, comprising the negative pressure adjusting mechanism according to any one of claims 1 to 4.
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