JPH047790B2 - - Google Patents
Info
- Publication number
- JPH047790B2 JPH047790B2 JP5859787A JP5859787A JPH047790B2 JP H047790 B2 JPH047790 B2 JP H047790B2 JP 5859787 A JP5859787 A JP 5859787A JP 5859787 A JP5859787 A JP 5859787A JP H047790 B2 JPH047790 B2 JP H047790B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- rise
- duct
- ventilation
- height
- 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.)
- Expired
Links
- 238000009423 ventilation Methods 0.000 claims description 25
- 239000011800 void material Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は低層部の上方において中央部にボイド
部を有する高層部を形成した高層建築物に係り、
とくに、建物外部からボイド部底部に向かつて通
風路を形成したダクト階を有する高層建築物の架
構構造に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a high-rise building having a high-rise section having a void in the center above the low-rise section;
In particular, the present invention relates to a frame structure of a high-rise building having a duct floor forming a ventilation path from the outside of the building toward the bottom of a void.
[従来の技術]
大型の建築物では第2図の平面図a、断面図b
に示すように、建築物1の中央部の位置に採光の
ために空間部2を設け、この空間をボイド部また
は光庭と称している。そしてこのような高層建築
物1は低層部3と高層部4とからなり、高層部で
は多数の基準階5を有して柱6,梁7によつて架
構体を構成している。高層部4の中央のボイド部
2には建物外部から内部に通風(矢印)を図り、
採光と同時に換気を促進させている。この通風の
ためには、高層部の最下部の階にダクト階8を設
ける必要があるが、ボイド部2のドラフトが有効
に働くために、ダクト階8の有効開口を決める階
高Dは比較的小さくてよい。この小階高は構造的
観点から見た場合、全体の構造に対して不均衡と
なるため、従来、このような建物ではダクト階8
の階高Dも基準階5と同じ階高Hにするか、また
は階高を変えずに、柱6をダクト階8の部分で、
応力の集中に対して耐力を高めたりしている。な
お、図中の5Aは基準階5の隅角部分である。[Prior art] For large buildings, plan view a and cross-sectional view b in Figure 2 are used.
As shown in FIG. 1, a space 2 is provided at the center of a building 1 for daylighting, and this space is called a void or light garden. Such a high-rise building 1 is composed of a low-rise part 3 and a high-rise part 4, and the high-rise part has a large number of standard floors 5 and constitutes a frame with columns 6 and beams 7. The central void 2 of the high-rise section 4 is designed to provide ventilation (arrow) from the outside of the building to the inside.
It promotes ventilation as well as lighting. For this ventilation, it is necessary to provide the duct floor 8 on the lowest floor of the high-rise building, but in order for the draft of the void section 2 to work effectively, the floor height D, which determines the effective opening of the duct floor 8, is comparatively It's good to have a small target. From a structural point of view, this small floor height is unbalanced with respect to the overall structure, so conventionally in such buildings, the duct floor height was 8.
Make the floor height D the same as the standard floor 5, or make the pillar 6 at the duct floor 8 part without changing the floor height.
It increases the resistance to stress concentration. Note that 5A in the figure is a corner portion of the standard floor 5.
[発明が解決しようとする問題点]
ダクト階8の階高が、設計上開口としての最小
限の寸法である場合には、柱はいわゆる短柱とな
り、この階の剛性が基準階5の剛性より高くな
る。高さ方向の剛性分布が不均一になると柱が脆
性破壊しやすい。このための補強はコスト高とな
るばかりでなく、さらに剛性を高めて悪循環にな
りかねない。一方、ダクト階8の階高を基準階5
と同じにすれば剛性のバランスは保たれるが、も
ちろん工費や建築物の高さに影響する。以上、従
来のダクト階の設置方法は合理的なものとはいえ
ないものであり、対策が望まれていた。[Problems to be Solved by the Invention] When the height of the duct floor 8 is the minimum dimension for an opening in the design, the column becomes a so-called short column, and the rigidity of this floor is equal to the rigidity of the standard floor 5. Becomes higher. If the stiffness distribution in the height direction becomes uneven, the column is likely to undergo brittle fracture. Reinforcement for this purpose not only increases cost, but also increases rigidity, which can lead to a vicious cycle. On the other hand, the floor height of duct floor 8 is the standard floor 5.
If it is the same, the balance of rigidity will be maintained, but of course it will affect the construction cost and the height of the building. As described above, the conventional method of installing duct floors cannot be said to be rational, and countermeasures have been desired.
[問題点を解決するための手段]
本発明は上記のような現況に鑑みて、その解決
を目的とし、鋭意研究した結果開発されたもので
あつて、低層部と高層部とからなり、高層部では
外周部の架構体によつて中央部にボイド部分を形
成してあり、その底部において建物の外部からボ
イド部に向かつて連絡するダクトを有する階を設
けて通風を図つた高層建築物において、ダクトを
設ける通風階は、下方部分に設けたダクト階と、
その上方部分に設けた高層部基準階とで構成する
と共に、その合計の階高を低層部の階高とほぼ等
しく設定して剛性の均衡を図つてあり、従つて、
この部分の梁の架設は、建築物全体の主架構の一
部としてではなく、この部分の高層部基準階の床
版を支持するための中段梁として、通風方向の一
方向のみに架設することを要旨としている。そし
て、この中段梁は、柱の中間高さにおいて単純支
持とすればよく、床版も一方向配筋で支持されて
よいことを特徴としている。[Means for Solving the Problems] In view of the above-mentioned current situation, the present invention was developed as a result of intensive research with the aim of solving the problem. In a high-rise building, a void is formed in the center by the frame on the outer periphery, and a floor is provided at the bottom with a duct that connects from the outside of the building to the void for ventilation. , the ventilation floor where the duct is installed is the duct floor installed in the lower part,
It consists of a standard floor for the upper part of the upper part, and the total floor height is set almost equal to the floor height of the lower part in order to balance the rigidity.
The beams in this area should be erected only in one direction in the ventilation direction, not as part of the main frame of the entire building, but as middle beams to support the floor slabs of the high-rise standard floors in this area. The gist is: The middle beam may be simply supported at the intermediate height of the column, and the floor slab may also be supported by unidirectional reinforcement.
これによつて、ダクト階の階高に梁成を含む必
要がなく、ダクト階を含めた通風階の階高は低層
部3の階高と同等なものとなつて、架構構造にお
ける問題を解決し、よく所期の目的を達成するこ
とができるのである。 As a result, there is no need to include beams in the floor height of the duct floor, and the floor height of the ventilation floor, including the duct floor, is equivalent to the floor height of the lower part 3, which solves the problem with the frame structure. and can often achieve the intended purpose.
[実施例]
本発明の構成を実施例の図面に基づいて詳細に
説明する。第1図は第2図の例と同様の構成にな
る本発明のダクト階を有する高層建築物1の要部
の断面図であり、前記した参照番号は同じように
踏襲されている。高層部4は低層部3を2階建と
した上方に構築され、この例では高層部4は低層
部3より小さくなつているが、もちろん、同様の
大きさでもよい。高層部4の最低部に該当する3
階は通風階10で示され、この階は下方のダクト
階8とその上方の基準階5(3階)とからなり、
通風階10の階高Kは下部の階高Dと上部の階高
H(2.9m)とに2分され、その和として2階の階
高とほぼ同じに設定されており、本実施例では
4.6mである。11は通風階10の部分の柱であ
つて、上下の柱6と連続している。この柱の中間
の高さにはブラケツト状の支持台部12が通風方
向の梁間方向に設けられており、この上面にプレ
キヤスト造の中段梁13が支持されて架設されて
いる。この中段梁13で支持されるこの階の床版
は基準階の床版9とは異なり、2本の中段梁13
に支持されるスラブであつて、このスラブ14
は、例えば「オムニヤ板」のように、2本の梁1
3の間隔方向に一方向に配筋補強されているもの
を使用する。なお、9Aは高層部4の外周に設け
られるバルコニーまたはボイド部側に設けられる
外廊下を示し、通風階10にあつては、柱11か
ら突出する片持梁15に支持されるスラブ9Bと
なつて、スラブ14と同様に一方向配筋となつて
いる。基準階5の隅角部5A部分では通風階10
を構成しなくてもよいが、架構の方式は上記と同
様にし、中段の階を設ける場合も設けない場合
も、建築物全体に統一した方式にする。[Example] The configuration of the present invention will be explained in detail based on the drawings of the example. FIG. 1 is a cross-sectional view of a main part of a high-rise building 1 having a duct floor according to the present invention, which has a configuration similar to that of the example shown in FIG. The high-rise section 4 is constructed above the low-rise section 3 as a two-story structure, and in this example, the high-rise section 4 is smaller than the low-rise section 3, but of course they may be of similar size. 3 corresponding to the lowest part of high-rise part 4
The floor is indicated by a ventilation floor 10, which consists of a duct floor 8 below and a reference floor 5 (third floor) above it.
The floor height K of the ventilation floor 10 is divided into a lower floor height D and an upper floor height H (2.9 m), and the sum of these is set to be approximately the same as the floor height of the second floor.
It is 4.6m. Reference numeral 11 is a column for the ventilation floor 10 and is continuous with the columns 6 above and below. A bracket-shaped support part 12 is provided at the middle height of this column in the direction between the beams in the ventilation direction, and a precast middle beam 13 is supported and constructed on the upper surface of this support part 12. The floor slab of this floor supported by this middle beam 13 is different from the floor slab 9 of the standard floor, and is supported by two middle beams 13.
This slab 14 is supported by
For example, like "omniya board", two beams 1
Use one that is reinforced with reinforcement in one direction in the interval direction of 3. In addition, 9A indicates a balcony provided on the outer periphery of the high-rise section 4 or an external corridor provided on the void side, and in the case of the ventilation floor 10, it is a slab 9B supported by a cantilever beam 15 protruding from the pillar 11. Like the slab 14, it has one-way reinforcement. Ventilation floor 10 at corner 5A of standard floor 5
However, the structure of the frame should be the same as above, and whether a middle floor is provided or not, the method should be consistent throughout the building.
[作用]
本発明の高層建築物の作用をその構築の面から
詳細に説明する。低層部3までの構築は通常のと
おりである。高層部4の架構は柱11と上方の梁
7によつて構成されるが、柱11の構築では、中
柱には両側の支持台部12が設けられ、側柱には
支持台部12と片持梁15とが設けられる。一
方、中段梁13とスラブ14とは別途にプレキヤ
ストコンクリートの製品として製造され、柱の構
築のコンクリート脱型後に、支持台部12の上面
に中段梁13が架設され、ついでこの中段梁13
の上面にスラブ14が順に架設される。中段梁1
3は両端を単純支持として固定され、スラブ14
は二辺支持または周辺支持で架設される。従つ
て、ここで形成されるダクト階8と基準階5とは
柱、梁の基本の架構には直接構造上の影響を持た
ず、建築物1は通風階10において架構の剛性や
階高に急変を生じない。そして、この架構では柱
11の桁行方向にスラブ14を支持する梁を有し
ないから、ダクト階8の通風のための有効な開口
高さhは、その階高Dに対してほとんど全部が有
効になり、前記の通風階10の階高Kに対して、
標準階5を設けても約1.5mが確保できる。[Function] The function of the high-rise building of the present invention will be explained in detail from the viewpoint of its construction. The construction up to the lower part 3 is the same as usual. The frame of the high-rise section 4 is composed of columns 11 and upper beams 7, but in constructing the columns 11, the middle column is provided with support sections 12 on both sides, and the side columns are provided with support sections 12 and 7. A cantilever beam 15 is provided. On the other hand, the middle beam 13 and the slab 14 are manufactured separately as precast concrete products, and after the concrete is removed from the mold for constructing the column, the middle beam 13 is erected on the upper surface of the support base 12, and then the middle beam 13 is
Slabs 14 are successively installed on the upper surface of the . Middle beam 1
3 is fixed with both ends simply supported, and the slab 14
is erected with two-side support or peripheral support. Therefore, the duct floor 8 and standard floor 5 formed here have no direct structural influence on the basic frame of columns and beams, and the building 1 has no direct structural influence on the rigidity of the frame or the floor height on the ventilation floor 10. Does not cause sudden changes. Since this frame does not have beams supporting the slabs 14 in the column direction of the columns 11, the effective opening height h for ventilation of the duct floor 8 is almost all effective for the floor height D. So, for the floor height K of the ventilation floor 10,
Approximately 1.5m can be secured even if standard floor 5 is installed.
[発明の効果]
本発明は上記のように、高層部の最下部に設け
るダクトを設ける通風階は、下方部分に設けたダ
クト階と、その上方部分に設けた高層部基準階と
で構成すると共に、その合計の階高を低層部の階
高とほぼ等しく設定して剛性の均衡を図つてあ
り、従つて、この部分に架設した中段梁は、建築
物全体の主架構に影響のない支持構造にしたか
ら、上述のような作用によつてきわめて有効なダ
クト階を構成することに成功した。しかも、ダク
ト階の有効開口は上階の支持梁がないことからほ
とんどダクト階の階高に等しくとることができ、
それだけ建築物の階高を低くすることができる。
そのうえ、通風階の階高は建築物の剛性に不均衡
を生じさせず、基本の架構構造も円滑に構成され
る。さらに、中段階の架構にはプレキヤストコン
クリートのプレハブ工法が採用でき、工程上の利
益も大きい。[Effects of the Invention] As described above, in the present invention, the ventilation floor in which the duct is provided at the lowest part of the high-rise section is composed of the duct floor provided in the lower part and the high-rise reference floor provided in the upper part. At the same time, the total floor height is set to be approximately equal to the floor height of the lower-rise section in order to balance the rigidity. Therefore, the middle beam installed in this area is a support that does not affect the main frame of the entire building. Because of this structure, we succeeded in constructing an extremely effective duct floor due to the above-mentioned effects. Moreover, since there is no support beam on the upper floor, the effective opening of the duct floor can be made almost equal to the floor height of the duct floor.
The floor height of the building can be reduced accordingly.
Furthermore, the height of the ventilation floors does not create an imbalance in the rigidity of the building, and the basic frame structure can be constructed smoothly. Furthermore, the prefabricated construction method using precast concrete can be used for intermediate-stage structures, which has great benefits in terms of the process.
図面はダクト階を有する高層建築物の実施例を
示すものであつて、第1図は要部の詳細図、第2
図A,B図はそれぞれ高層建築物の平面図、軸組
断面図を示す。
1……建築物、2……空間部、ボイド部、3…
…低層部、4……高層部、5……基準階、6……
柱、7……梁、8……ダクト部、9……床版、9
B……バルコニーのスラブ、10……通風階、1
1……通風階の柱、12……支持台部、13……
中段梁、14……スラブ、15……片持梁、h…
…有効開口高さ、D……ダクト階階高、H……基
準階階高、K……通風階階高。
The drawings show an example of a high-rise building with duct floors, and Figure 1 is a detailed view of the main parts, Figure 2
Figures A and B show a plan view and a frame sectional view of a high-rise building, respectively. 1...Building, 2...Space, void, 3...
...low-rise section, 4...high-rise section, 5...standard floor, 6...
Column, 7...beam, 8...duct section, 9...floor slab, 9
B... Balcony slab, 10... Ventilation floor, 1
1...Column of ventilation floor, 12...Support part, 13...
Middle beam, 14...slab, 15...cantilever beam, h...
...Effective opening height, D...Duct story height, H...Standard story height, K...Ventilation story height.
Claims (1)
部の架構体によつて中央部にボイド部分を形成し
てあり、その底部において建物の外部からボイド
部に向かつて連絡するダクトを有する階を設けて
通風を図つた高層建築物において、ダクトを設け
る通風階は、下方部分に設けたダクト階と、その
上方部分に設けた高層部基準階とで構成すると共
に、その合計の階高を低層部の階高とほぼ等しく
設定してあり、この階を上下に2分して高層部基
準階の床版を支持するダクト階の梁を、通風方向
のみに柱に架設してあることを特徴とするダクト
階を有する高層建築物。 2 高層部基準階の床版を支持するダクト階の梁
は、柱に設けた支持台部上に単純支持で架設され
た中段梁であることを特徴とする特許請求の範囲
第1項記載のダクト階を有する高層建築物。[Claims] 1. Consisting of a low-rise part and a high-rise part, in the high-rise part, a void part is formed in the center by a frame on the outer periphery, and at the bottom of the void part, there is a passageway from the outside of the building toward the void part. In a high-rise building in which ventilation is achieved by providing floors with connecting ducts, the ventilation floor provided with the ducts consists of a duct floor provided in the lower part and a high-rise reference floor provided in the upper part, and The total floor height is set to be approximately equal to the floor height of the lower floor, and this floor is divided into upper and lower halves, and the beams of the duct floors that support the floor slabs of the standard floors of the upper floors are installed as pillars only in the ventilation direction. A high-rise building having a ducted floor. 2. The beam of the duct floor that supports the floor slab of the high-rise standard floor is a middle beam that is simply supported on a support base provided on a column. High-rise buildings with duct floors.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5859787A JPS63223266A (en) | 1987-03-13 | 1987-03-13 | High building having duct story |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5859787A JPS63223266A (en) | 1987-03-13 | 1987-03-13 | High building having duct story |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63223266A JPS63223266A (en) | 1988-09-16 |
JPH047790B2 true JPH047790B2 (en) | 1992-02-13 |
Family
ID=13088910
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5859787A Granted JPS63223266A (en) | 1987-03-13 | 1987-03-13 | High building having duct story |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63223266A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5065867B2 (en) * | 2007-11-29 | 2012-11-07 | 三井住友建設株式会社 | Building |
-
1987
- 1987-03-13 JP JP5859787A patent/JPS63223266A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS63223266A (en) | 1988-09-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |