JPH0427001A - Heliport - Google Patents

Heliport

Info

Publication number
JPH0427001A
JPH0427001A JP13150890A JP13150890A JPH0427001A JP H0427001 A JPH0427001 A JP H0427001A JP 13150890 A JP13150890 A JP 13150890A JP 13150890 A JP13150890 A JP 13150890A JP H0427001 A JPH0427001 A JP H0427001A
Authority
JP
Japan
Prior art keywords
floor
taking
building
roof
slabs
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.)
Granted
Application number
JP13150890A
Other languages
Japanese (ja)
Other versions
JP2579033B2 (en
Inventor
Takeshi Kyotani
京谷 健
Yukikazu Takeda
武田 幸和
Kazuyoshi Uchida
内田 一義
Hiroomi Sato
博臣 佐藤
Hiroshi Ibe
井部 博
Hidekazu Suzuki
英一 鈴木
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2131508A priority Critical patent/JP2579033B2/en
Publication of JPH0427001A publication Critical patent/JPH0427001A/en
Application granted granted Critical
Publication of JP2579033B2 publication Critical patent/JP2579033B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To minimize the increase of weight by a method in which upper and lower floor slabs as upper taking-off floor and lower refuging floor are set at a given level above the roof and connected with a three-dimensional trussed beam. CONSTITUTION:An upper taking-off floor slab 2 and a lower refuging floor slab 3 are set on a support base 1 consisting of columns or three-dimensional truss and connected by trussed beams 4 on the roof of a building A. The slab 2 is also provided for taking-off purpose in the range other than dangerous range X of the height of flame during fire. The distance H between the slabs 2 and 3 is regulated to about 2m and used as shelter for urgent refuging purpose or as wind breaker for helicopter during landing and taking-off periods. The slabs 2 and 3 are connected by a step 5. The safety of the helicopter port can thus be secured.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明はヘリポート、特に高層ビル屋上に設置される
ヘリポートに関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a heliport, particularly a heliport installed on the roof of a high-rise building.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

一般に高層ビル屋上は、クーリングタワーを始め、ヒー
トポンプ、高架水槽、外壁清掃用ゴンドラ等の諸設備機
器に利用されており、新たなヘリコプタ−の着陸場所の
設置余地はない。
Generally, the rooftops of high-rise buildings are used for various equipment such as cooling towers, heat pumps, elevated water tanks, and gondolas for cleaning exterior walls, and there is no room for new helicopter landing sites.

着陸場所を支持する柱すら設置余地がないのが実情であ
る。また着陸場所を支持する柱は、建物との関係から全
く自由に設置することばできずに、建物の柱や梁の上部
に荷重を負担させることのできる位置としなければなら
ない。
The reality is that there is no room to install even pillars to support the landing site. Additionally, the pillars supporting the landing site cannot be installed freely due to their relationship with the building; they must be positioned so that the load can be placed on top of the pillars and beams of the building.

また、特に既設建物への設置に際しては、資材の揚重の
ため装置を設置する余地がない場合が多く、その際は、
建物の昇降機を利用させざるを得ない場合が多く、重量
等に制約を受けることになる。
In addition, especially when installing in an existing building, there are many cases where there is no room to install the equipment due to the lifting of materials.
In many cases, it is necessary to use a building's elevator, which is subject to restrictions such as weight.

また、屋上にヘリポートをただ設置する方式では、救援
を待っている間、火災、煙、熱等に対する避難場所を別
に準備する必要がある。
In addition, simply installing a helipad on the roof requires preparing a separate evacuation site for fire, smoke, heat, etc. while waiting for rescue.

また、飛来したヘリコプタ−のダウンウォッシュ(下方
へのローターによる強い気流)からも、ヘリコプタ−が
着陸するまでの間避難している場所を持つことが望まし
いが、現状の屋上の利用状況ではその確保が難しい。
In addition, it is desirable to have a place to evacuate from the downwash (strong airflow caused by the rotor downwards) of an incoming helicopter until the helicopter lands, but with the current usage of rooftops, it is difficult to secure a place to evacuate. is difficult.

また屋上に設置する入りボートでは、ビル火災に対して
も構造的に安全なものとするために耐火性能を有したも
のでなければならないが、耐候性を付与した耐火材を基
本的な骨組である鉄骨に取付けるには重量が太き(なる
。また、構造体自身が耐火性能を持つRC造やSRC造
は更に重量が大きくなる。屋上に設置するものであるか
ら建物の構造耐力への負担を軽減するためには重量の増
大はさけなければならない。
In addition, boats installed on rooftops must have fire-resistant properties to ensure structural safety against building fires, but the basic framework is made of weather-resistant fire-resistant materials. It is heavy to install it on a certain steel frame.In addition, RC and SRC structures whose structures themselves have fire resistance are even heavier.Since they are installed on the roof, there is a burden on the structural strength of the building. In order to reduce this, an increase in weight must be avoided.

特に既存建物への設置の場合はこの制約が大きい。この
発明は以上のような課題に対処すべく開発したものであ
る。
This restriction is particularly significant when installing in an existing building. This invention was developed to address the above-mentioned problems.

〔発明の構成〕[Structure of the invention]

この発明のヘリポートは、屋上の所要高さに設置され、
上部離着陸用床版と下部避難用床版からなり、上下床版
間は立体トラス梁によって連結しである構成からなる。
The helipad of this invention is installed at a required height on the rooftop,
It consists of an upper takeoff and landing deck and a lower evacuation deck, with the upper and lower decks connected by three-dimensional truss beams.

〔実 施 例〕〔Example〕

第1図はこの発明の概要を示したもので、建物Aの屋上
において柱または立体トラス等からなる支持台1上に設
置され、上部離着陸用床版2と下部避難用床版3からな
り、その上下床版2.3間は立体トラス等からなるトラ
ス梁4によって連結支持されている。
Fig. 1 shows an outline of the present invention, which is installed on the roof of a building A on a support base 1 made of pillars or three-dimensional trusses, and consists of an upper takeoff and landing floor slab 2 and a lower evacuation floor slab 3. The upper and lower floor slabs 2 and 3 are connected and supported by a truss beam 4 made of a three-dimensional truss or the like.

屋上スラブ上は火災や煙の巻込みにより、避難が困難に
なることが予想される。そして火災性状予測プログラム
によりモデル建物をシミュレーションした結果、温度1
00°C程度までの炎の高さが 12m程度と予測され
るところより、炎が立ち上がり、横風によって倒れる長
さ12mを半径(R) とした174円の内側が危険範
囲Xとなり離着陸床版2は前記危険範囲X外に設けるこ
ととし、上下床版2,3間Hは2m以上とし、上下床版
2,3間の内部空間を緊急避難用の場所とし、上下床版
2,3はシェルタ−となり、離着陸時のヘリコプタ−の
風除けとしても利用できる。
Evacuation is expected to be difficult due to fire and smoke engulfing the roof slab. Then, as a result of simulating the model building using a fire property prediction program, the temperature 1
The height of the flame up to about 00°C is predicted to be about 12m, so the inside of the 174 circle with a radius (R) of 12m where the flame will rise and collapse due to the crosswind is the danger zone X, and the takeoff and landing deck 2 shall be located outside the danger area -, and can also be used as a windbreak for helicopters during takeoff and landing.

上下床版2,3には屋上から階段5等の昇降部分により
連絡する。
The upper and lower floor slabs 2 and 3 are connected from the rooftop through an ascending and descending section such as stairs 5.

第2図、第3図はそれぞれ異なる実施態様を示したもの
で第1図と同一符号はそれぞれ同様の部分を示す。
2 and 3 show different embodiments, and the same reference numerals as in FIG. 1 indicate the same parts, respectively.

〔発明の効果〕〔Effect of the invention〕

この発明は前記構成よりなり、このヘリポートは、床構
造にせりの高いトラス梁を用いることによって、この床
構造を支える柱の間隔を大きくとることができるので最
小の柱数で設置することができる。また、このトラス梁
は、立体トラス架構となっているので、床構造側の支点
位置己こ制約をうけることはない。
The present invention has the above configuration, and by using truss beams with high edges for the floor structure, the spacing between the pillars supporting this floor structure can be increased, so that the heliport can be installed with a minimum number of pillars. . Moreover, since this truss beam is a three-dimensional truss frame, it is not subject to any restrictions on the fulcrum position on the floor structure side.

従って、床構造を支える柱は、建物側の設置可能な場所
から、自由な形で床構造を支えることができる。
Therefore, the pillars supporting the floor structure can support the floor structure in a free manner from the place where they can be installed on the building side.

たとえば、実施例では、斜め柱で床構造を与えている。For example, in the embodiment, the floor structure is provided by diagonal columns.

このヘリポートでは立体トラス架構を用いるので個々の
部材を軽量でしかも短い材として構成することが可能と
なっており、従って既存建物の昇降機の利用によって部
材を屋上まで搬送できる。更に各部材は最終的には人力
によっても運搬できる重量とすることも可能である。
Since this helipad uses a three-dimensional truss frame, it is possible to construct individual members as lightweight and short members, and therefore the members can be transported to the roof using the existing building's elevators. Furthermore, each member can ultimately have a weight that can be transported by human power.

またこのヘリポートでは、ヘリの離着陸する上部床版の
下方に、トラス梁の下弦材を利用した避難場所用の下部
床版を備えている。
In addition, this heliport has a lower floor slab for evacuation areas using the lower chord of the truss beam below the upper floor slab where helicopters take off and land.

下部床版に(−時的に)避難することによって、飛来す
るヘリコプタ−のダウンウオンシエを避シすることがで
きる。また、この床版Gま建物より十分上方に位置して
いるので、建物火災時の火災、煙、熱等をさけて、安全
に救援ヘリの飛来を待つことができる。
By (temporarily) taking shelter in the lower deck, it is possible to avoid the down-wound of an incoming helicopter. In addition, since this floor slab G is located sufficiently above the building, it is possible to avoid fire, smoke, heat, etc. in the event of a building fire, and safely wait for the arrival of a rescue helicopter.

このヘリポー1−は、ビル火災時の熱の影響範囲をさけ
て上方に設置される。またヘリポート部には可燃物を持
たない。従って、耐火性能を有する必要のある部分は、
ヒ゛ル屋上から数mの範囲の部分であり、ここは、ヘリ
ポート本体しまない。よって、耐火材の設置によるヘリ
ポート部の重量増加を最小限におさえることができる。
This helipad 1- is installed above to avoid the area affected by heat in the event of a building fire. Also, there are no flammable materials in the helipad. Therefore, the parts that need to have fire resistance are:
This area is within a few meters from the helipad's roof, and there is no helipad itself. Therefore, the increase in weight of the helipad section due to the installation of the refractory material can be minimized.

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

第1図はこの発明の概要を示した立面回、第2図、第3
図はこの発明の異なる実施態様を示した斜視図である。 1・・・支持台、2・・・上部床版、3・・・下部床版
、4・・・トラス梁、5・・・階段。 し/′
Figure 1 shows an overview of the invention, Figures 2 and 3.
The figures are perspective views showing different embodiments of the invention. 1... Support stand, 2... Upper floor slab, 3... Lower floor slab, 4... Truss beam, 5... Stairs. death/'

Claims (1)

【特許請求の範囲】[Claims] 屋上の所要高さに設置され、上部離着陸用床版と下部避
難用床版からなり、上下床版間は立体トラス梁によって
連結してあることを特徴とするヘリポート。
A heliport installed at a required height on the rooftop, consisting of an upper takeoff and landing floor slab and a lower evacuation floor slab, with the upper and lower floor slabs connected by a three-dimensional truss beam.
JP2131508A 1990-05-22 1990-05-22 heliport Expired - Lifetime JP2579033B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2131508A JP2579033B2 (en) 1990-05-22 1990-05-22 heliport

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2131508A JP2579033B2 (en) 1990-05-22 1990-05-22 heliport

Publications (2)

Publication Number Publication Date
JPH0427001A true JPH0427001A (en) 1992-01-30
JP2579033B2 JP2579033B2 (en) 1997-02-05

Family

ID=15059673

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2131508A Expired - Lifetime JP2579033B2 (en) 1990-05-22 1990-05-22 heliport

Country Status (1)

Country Link
JP (1) JP2579033B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733322A (en) * 2012-07-12 2012-10-17 浙江圣翔机械有限公司 Helicopter lightweight parking apron on building roof
KR101323789B1 (en) * 2011-06-08 2013-11-08 삼성중공업 주식회사 Heli-deck for a ship
CN105324535A (en) * 2013-03-06 2016-02-10 Xti航空运输公司 Heliport
CN109056561A (en) * 2018-06-20 2018-12-21 送飞实业集团有限公司 A kind of automatic telescopic ladder helideck
WO2019020162A1 (en) * 2017-07-24 2019-01-31 Volocopter Gmbh Take-off and landing equipment for passenger-carrying aircraft
EP3892548A1 (en) * 2020-04-10 2021-10-13 Aqprim Urban building adapted to aerial drones for transporting passengers and parcels
KR102494862B1 (en) * 2022-02-21 2023-02-06 박연하 apartment building structure using space utilization and drones and autonomous vehicles

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01268901A (en) * 1988-04-18 1989-10-26 Hayashi Kikai Sekkei Jimusho:Kk Airport constructed with floor board adjustable two-dimensionally and telescopically

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01268901A (en) * 1988-04-18 1989-10-26 Hayashi Kikai Sekkei Jimusho:Kk Airport constructed with floor board adjustable two-dimensionally and telescopically

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101323789B1 (en) * 2011-06-08 2013-11-08 삼성중공업 주식회사 Heli-deck for a ship
CN102733322A (en) * 2012-07-12 2012-10-17 浙江圣翔机械有限公司 Helicopter lightweight parking apron on building roof
CN105324535A (en) * 2013-03-06 2016-02-10 Xti航空运输公司 Heliport
WO2019020162A1 (en) * 2017-07-24 2019-01-31 Volocopter Gmbh Take-off and landing equipment for passenger-carrying aircraft
CN109056561A (en) * 2018-06-20 2018-12-21 送飞实业集团有限公司 A kind of automatic telescopic ladder helideck
EP3892548A1 (en) * 2020-04-10 2021-10-13 Aqprim Urban building adapted to aerial drones for transporting passengers and parcels
FR3109168A1 (en) * 2020-04-10 2021-10-15 Aqprim Urban building suitable for aerial drones for transporting passengers and parcels
KR102494862B1 (en) * 2022-02-21 2023-02-06 박연하 apartment building structure using space utilization and drones and autonomous vehicles

Also Published As

Publication number Publication date
JP2579033B2 (en) 1997-02-05

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