JPH0428064B2 - - Google Patents

Info

Publication number
JPH0428064B2
JPH0428064B2 JP14992285A JP14992285A JPH0428064B2 JP H0428064 B2 JPH0428064 B2 JP H0428064B2 JP 14992285 A JP14992285 A JP 14992285A JP 14992285 A JP14992285 A JP 14992285A JP H0428064 B2 JPH0428064 B2 JP H0428064B2
Authority
JP
Japan
Prior art keywords
building
frame structure
rigid frame
slab
columns
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
Application number
JP14992285A
Other languages
Japanese (ja)
Other versions
JPS6213626A (en
Inventor
Takuya Masuda
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP14992285A priority Critical patent/JPS6213626A/en
Publication of JPS6213626A publication Critical patent/JPS6213626A/en
Publication of JPH0428064B2 publication Critical patent/JPH0428064B2/ja
Granted legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、マンシヨン等の鉄筋および鉄骨コン
クリート建物の構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to the structure of reinforced steel and steel-framed concrete buildings such as condominiums.

(従来の技術) この種の建物の構造は、一般に建物全体がラー
メン構造や連層耐震壁構造で構成され、建物の中
央部分はエレベーターその他の共通施設を集中さ
せた所謂コア部分として使用され、その外側に居
室を配設するようになつている。
(Prior art) In general, the structure of this type of building is such that the entire building is composed of a rigid-frame structure or a continuous shear wall structure, and the central part of the building is used as the so-called core part where elevators and other common facilities are concentrated. Living rooms are arranged outside of it.

(発明が解決しようとする問題点) しかしながら、前記した従来の建物構造では居
室部分にも柱や梁を設けざるを得ないので、住戸
計画や間取りが制約されてコストや施工等の建築
計画上で好ましくないと共に、居室性や美観を損
うものであつた。
(Problems to be Solved by the Invention) However, in the conventional building structure described above, pillars and beams have to be installed even in the living room area, which limits the housing unit plan and floor plan, and reduces the cost and construction planning. This was not only undesirable, but also detracted from the quality of the room and its aesthetic appearance.

そこで、本発明では前記の問題点を改善するこ
とができる建物の構造を提供するものである。
Therefore, the present invention provides a building structure that can improve the above-mentioned problems.

(問題点を解決するための手段) 本発明による建物の構造は、建物の内側を立体
ラーメン構造で構成され、これを主としてコア部
分等に用いるようにし、この立体ラーメン構造部
分とその外側を囲むようにシヨートスパンフレー
ムによるラーメン構造構面で形成されたチユーブ
構造部分との間を、梁がなく中間部が柱の支持を
受けない等厚スラブで結合するものである。
(Means for Solving the Problems) The structure of the building according to the present invention consists of a three-dimensional rigid frame structure on the inside of the building, which is mainly used for the core part, etc., and a structure that surrounds this three-dimensional rigid frame structure and its outside. In this way, the tube structure part, which is formed by a rigid frame structure using a short span frame, is connected with a slab of equal thickness, which has no beams and whose middle part is not supported by columns.

これにより、例えば風や地震等によつて建物に
作用する水平外力に対しては、等厚スラブは内側
の立体ラーメン構造部分と外側のチユーブ構造部
分との間の水平力の伝達のみを行うと共に、両構
造部分の間で上下の等厚スラブ間には梁および柱
のない無柱空間部分が形成される。
As a result, for horizontal external forces acting on the building due to wind, earthquakes, etc., the equal-thickness slab only transmits the horizontal force between the inner three-dimensional rigid frame structure and the outer tube structure. , a column-free space without beams or columns is formed between the upper and lower equal-thickness slabs between the two structural parts.

(実施例) 以下に本発明の実施例を図面に基づいて説明す
る。第1図は、建物の全体構造の平面を示す概略
図であり、内側を立体ラーメン構造部分1で構成
し、その外側をシヨートスパンフレームのラーメ
ン構造構面で囲まれたチユーブ構造部分2で構成
し、該立体ラーメン構造部分1とチユーブ構造部
分2とは等厚スラブ3で結合されている。
(Example) Examples of the present invention will be described below based on the drawings. Figure 1 is a schematic plan view of the overall structure of the building, with the inside consisting of a three-dimensional rigid frame structure part 1, and the outside consisting of a tube structure part 2 surrounded by a rigid frame structure of a short span frame. The three-dimensional rigid frame structure part 1 and the tube structure part 2 are connected by a slab 3 of equal thickness.

前記立体ラーメン構造部分1は、第2図で示す
ように立設される柱4と長手方向の梁5および短
手方向の梁6を交差状に剛接合させると共に、床
スラブ7が張設された通常の立体ラーメン構造で
ある。
As shown in FIG. 2, the three-dimensional rigid frame structure part 1 has a pillar 4, a longitudinal beam 5, and a transverse beam 6 rigidly connected in a crosswise manner, and a floor slab 7 is stretched. It has a normal three-dimensional rigid frame structure.

また前記チユーブ構造部分2は、シヨートスパ
ンで配列された柱8と梁9とを剛接合してラーメ
ン構造構面を形成するシヨートスパンフレームに
よつて4方が鳥かご状に囲まれた外殻チユーブで
構成されている。
Further, the tube structure portion 2 is an outer shell tube surrounded on four sides in a birdcage shape by a short span frame that rigidly connects columns 8 and beams 9 arranged in a short span to form a rigid frame structure. It is made up of.

そして前記立体ラーメン構造部分1の柱4とチ
ユーブ構造部分2の柱8間を連結する態様で等厚
スラブ3が架設されている。この等厚スラブ3
は、各構造部分1,2の間に梁がなく且つ中間部
は柱の支持を受けない構造なので、前記各構造部
分1,2に加わる水平荷重は等厚スラブ3によつ
て伝達されると共に、上下の等厚スラブ3,3の
間には梁および柱のない無柱空間10が形成され
る。
A slab 3 of equal thickness is constructed in such a manner as to connect the columns 4 of the three-dimensional rigid frame structure section 1 and the columns 8 of the tube structure section 2. This equal thickness slab 3
is a structure in which there is no beam between each of the structural parts 1 and 2, and the intermediate part is not supported by columns, so the horizontal load applied to each of the structural parts 1 and 2 is transmitted by the equal thickness slab 3, and A column-free space 10 without beams or columns is formed between the upper and lower equal-thickness slabs 3, 3.

尚、前記チユーブ構造部分2の梁9は第2図a
のように立体ラーメン構造部分1の梁6と同様に
垂設しても良いが、第2図bのように逆梁構造に
することが容易である。
Note that the beam 9 of the tube structure portion 2 is shown in Fig. 2a.
Although it may be installed vertically in the same way as the beam 6 of the three-dimensional rigid frame structure part 1, it is easier to use an inverted beam structure as shown in FIG. 2b.

以上のように構成された建物は、内側の立体ラ
ーメン構造部分1をエレベータその他の共通施設
が設けられるコア部分や居室の中でも柱や梁の制
約を問題にしない部分に利用し、前記等厚スラブ
3間の無柱空間10は従来のように梁や柱の制約
を受けることがないので、非構造部材の壁等で自
由に区画され、内部に梁や柱が一切露出しない居
室として利用することができる。
The building constructed as described above utilizes the inner three-dimensional rigid frame structure part 1 for the core part where elevators and other common facilities are installed, and for the part of the living room where the restrictions of columns and beams are not a problem, and the above-mentioned uniform thickness slab The column-free space 10 between 3 rooms is not restricted by beams or columns as in the past, so it can be freely divided by walls of non-structural materials and used as a living room with no exposed beams or columns inside. I can do it.

また、前記等厚スラブ3は風や地震等の水平外
力に対して、立体ラーメン構造部分1とシヨート
スパンフレームで形成されたラーメン構造構面に
よるチユーブ構造部分2との間の水平力のみを伝
達するように機能し、これらが協働して耐震性の
優れた居室が得られる。
In addition, the equal thickness slab 3 absorbs only the horizontal force between the three-dimensional rigid frame structure part 1 and the tube structure part 2 formed by the rigid frame structure formed by the short span frame against horizontal external forces such as wind and earthquakes. They work together to create a living room with excellent earthquake resistance.

更に、第2図bのように逆梁構造にすることに
よつて、前記等厚スラブ3は眺望の良いベランダ
等として利用することができる。
Furthermore, by adopting the reverse beam structure as shown in FIG. 2b, the equal thickness slab 3 can be used as a balcony with a good view.

(発明の効果) 前記した実施例でも明らかなとおり、本発明の
建物構造では外側のチユーブ構造部分と内側の立
体ラーメン構造部分との間を連結する上下の等厚
スラブ間に形成される無柱空間を利用して、自由
な住戸計画のもとに高い居住性と美観を備えた居
室を造成することができる。
(Effects of the Invention) As is clear from the embodiments described above, in the building structure of the present invention, the column-free structure is formed between the upper and lower equal-thickness slabs that connect the outer tube structure part and the inner three-dimensional rigid frame structure part. By utilizing the available space, you can create living rooms with high livability and aesthetics based on a free housing plan.

また、梁および柱のない前記等厚スラブは所望
の剛性や防音性能が得られるように厚みを任意に
設定して施工することが容易であると共に、当該
等厚スラブに下地材や仕上材を張設する作業をき
わめて容易に施工できる。
In addition, the above-mentioned uniform thickness slab without beams and columns can be easily constructed by setting the thickness arbitrarily to obtain the desired rigidity and soundproofing performance, and the uniform thickness slab can be constructed with base material and finishing material. The installation work can be carried out extremely easily.

更に、梁のない等厚スラブのために床梁のある
スラブの場合のように相手部材と梁の位置を一致
させる必要がなく、施工が容易である。
Furthermore, because the slab is of equal thickness without a beam, there is no need to match the position of the mating member and the beam, unlike in the case of a slab with floor beams, making construction easier.

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

図面はいずれも本発明の実施例であり、第1図
は、建物全体の平面を示す概略説明図、第2図
は、第1図−線断面図である。 [符号の説明]、1……立体ラーメン構造部分、
2……チユーブ構造部分、3……等厚スラブ、
4,8……柱、5,6,9……梁、7……床スラ
ブ、10……無柱空間。
The drawings are all embodiments of the present invention, and FIG. 1 is a schematic explanatory diagram showing the plane of the entire building, and FIG. 2 is a sectional view taken along the line of FIG. 1. [Explanation of symbols], 1... Three-dimensional rigid frame structure part,
2...tube structure part, 3...equal thickness slab,
4, 8... Column, 5, 6, 9... Beam, 7... Floor slab, 10... Columnless space.

Claims (1)

【特許請求の範囲】[Claims] 1 建物の内側を立体ラーメン構造で構成し、そ
の外側をシヨートスパンフレームによるラーメン
構造構面で囲まれたチユーブ構造で構成すると共
に、前記立体ラーメン構造部分と前記チユーブ構
造部分との間は、梁がなく中間部を支持する柱を
設けない等厚スラブで結合したことを特徴とする
建物の構造。
1. The inside of the building is composed of a three-dimensional rigid-frame structure, and the outside thereof is composed of a tube structure surrounded by a rigid-frame structural frame made of short span frames, and between the three-dimensional rigid-frame structure part and the tube structure part, A building structure characterized by having no beams and being joined by equal-thickness slabs without columns to support the middle section.
JP14992285A 1985-07-10 1985-07-10 Structure of building Granted JPS6213626A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14992285A JPS6213626A (en) 1985-07-10 1985-07-10 Structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14992285A JPS6213626A (en) 1985-07-10 1985-07-10 Structure of building

Publications (2)

Publication Number Publication Date
JPS6213626A JPS6213626A (en) 1987-01-22
JPH0428064B2 true JPH0428064B2 (en) 1992-05-13

Family

ID=15485510

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14992285A Granted JPS6213626A (en) 1985-07-10 1985-07-10 Structure of building

Country Status (1)

Country Link
JP (1) JPS6213626A (en)

Also Published As

Publication number Publication date
JPS6213626A (en) 1987-01-22

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