JP2998572B2 - Building structural frame - Google Patents
Building structural frameInfo
- Publication number
- JP2998572B2 JP2998572B2 JP22314394A JP22314394A JP2998572B2 JP 2998572 B2 JP2998572 B2 JP 2998572B2 JP 22314394 A JP22314394 A JP 22314394A JP 22314394 A JP22314394 A JP 22314394A JP 2998572 B2 JP2998572 B2 JP 2998572B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- beams
- floor
- building
- foundation
- 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 - Fee Related
Links
Description
【０００１】[0001]
【産業上の利用分野】この発明は、低層（平屋又は４階
建て程度）で比較的平面積の大きな建物（郊外型量販店
等）の構造架構体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural structure of a low-rise (one-story or four-story) building having a relatively large flat area (such as a suburban mass retailer).
【０００２】[0002]
【従来の技術】従来、ＲＣ構造、Ｓ構造、或いはＳＲＣ
構造によって構築される建物の多くは、図６に図示する
ように、平面計画上、Ｘ方向及びＹ方向共にラーメン構
造又は筋違い入り架構とする場合が多く、このため、柱
と梁との接合部が複雑になったり、また、梁や基礎ばり
を多く配置する必要があり、構造設計及び施工が面倒に
なり、工事費が嵩む等の課題があった。2. Description of the Related Art Conventionally, RC structure, S structure, or SRC
As shown in FIG. 6, many of the buildings constructed by the structure often have a rigid frame structure or a straddled frame in both the X direction and the Y direction according to the plan, and therefore, the joint between the column and the beam. However, it is necessary to arrange many beams and foundation beams, so that structural design and construction are troublesome, and construction costs are increased.
【０００３】この発明は、以上の課題を解決するために
なされたもので、構造設計及び施工の簡単化を可能にし
た建物の構造架構を提供することを目的とする。[0003] The present invention has been made to solve the above problems, and an object of the present invention is to provide a structural frame of a building capable of simplifying structural design and construction.
【０００４】[0004]
【課題を解決するための手段】この発明に係る建物の架
構構造体は、Ｘ方向及びＹ方向に所定間隔に立設される
柱とこの柱間にそれぞれ設置される梁及び耐震壁とを備
え、鉄筋コンクリートによって構築される建物の構造架
構体において、Ｘ方向又はＹ方向の一方向に梁のみを、
他方向に耐震壁のみをそれぞれ設置し、かつ前記梁を柱
の外径より幅広く形成する。 SUMMARY OF THE INVENTION A building frame according to the present invention is provided.
The structural structures are erected at predetermined intervals in the X and Y directions.
There are pillars and beams and earthquake-resistant walls installed between the pillars.
The structural frame of the building constructed by reinforced concrete
In the structure, only the beam in one direction of the X direction or Y direction,
Install only seismic walls in the other direction, and connect the beams
Formed wider than the outer diameter of
【０００５】[0005]
実施例１．図１〜図５は、この発明に係る建物の構造架
構体の一実施例を示し、図において、符号１は構築中の
建物の架構体、２はこの架構体１の布基礎、３はこの布
基礎２と一体に構築された架構体１の基礎ばり、４は架
構体１の柱、５は架構体１の梁、６は架構体１の耐震
壁、そして、符号７は架構体１の各階に構築された床ス
ラブである。Embodiment 1 FIG. 1 to 5 show an embodiment of a structural frame of a building according to the present invention. In the drawings, reference numeral 1 denotes a frame of a building under construction, 2 denotes a fabric foundation of the frame 1, and 3 denotes The foundation beam of the frame 1 constructed integrally with the cloth foundation 2, 4 is the column of the frame 1, 5 is the beam of the frame 1, 6 is the earthquake-resistant wall of the frame 1, and reference numeral 7 is the beam of the frame 1. Floor slabs built on each floor.
【０００６】布基礎２、基礎ばり３、柱４、梁５及び耐
震壁６は、いずれも鉄筋コンクリートによって構築され
ている。[0006] The cloth foundation 2, foundation beam 3, column 4, beam 5 and earthquake-resistant wall 6 are all constructed of reinforced concrete.
【０００７】また、各階の梁５はいずれも、Ｙ方向にの
み架け渡され、耐震壁６はＸ方向にのみ設置されてい
る。また、梁５は床スラブ７を構築するに際し、ＰＣ板
又はデッキプレートの端部を載置できるように柱４の外
径よりも幅広く形成されている更に、耐震壁６は、水平
外力による回転を防止するために、建物の重心と剛心と
が一致するように、架構体１の外周又は内周に対称に配
置する等、要所に配置されている（実施例では外周に配
置されている（図3,4 参照））。[0007] The beams 5 on each floor are all bridged only in the Y direction, and the earthquake-resistant walls 6 are installed only in the X direction. The beam 5 is formed wider than the outer diameter of the column 4 so that the end of the PC board or deck plate can be placed when the floor slab 7 is constructed. Further, the earthquake-resistant wall 6 is rotated by a horizontal external force. In order to prevent this, the center of gravity and the rigidity of the building are arranged symmetrically on the outer periphery or inner periphery of the frame 1 so as to coincide with each other. (See Figures 3 and 4).
【０００８】各階の床スラブ７は梁５間にＰＣ板又はデ
ッキプレートを架け渡し、その上に補強筋を配筋し、か
つ、コンクリートを打設することにより構築されてい
る。The floor slab 7 of each floor is constructed by bridging a PC plate or a deck plate between the beams 5, arranging reinforcing bars thereon, and casting concrete.
【０００９】このような構成において、架構体１のＸ方
向に作用する水力外力は、耐震壁６が負担し、架構体１
のＹ方向に作用する水力外力は、柱４と梁５とからなる
ラーメン架構が負担する。In such a configuration, the external force acting in the X direction of the frame 1 is borne by the earthquake-resistant wall 6 and the frame 1
The hydraulic external force acting in the Y direction is borne by the rigid frame composed of the columns 4 and the beams 5.
【００１０】尚、実施例では、架構体１を支持する基礎
として布基礎を採用しているが、独立基礎若しくは杭基
礎でもよい。In the embodiment, a cloth foundation is employed as a foundation for supporting the frame 1, but it may be an independent foundation or a pile foundation.
【００１１】実施例２．続いて、この発明に建物の構造
架構体の構築工法を順を追って説明する。Embodiment 2 FIG. Next, a method of constructing a structural frame of a building according to the present invention will be described step by step.
【００１２】(1) 根切り工事完了後、整地した上に布基
礎２と基礎ばり３とを一体的に構築する。(1) After the root cutting work is completed, the cloth foundation 2 and the foundation beam 3 are integrally constructed on the ground.
【００１３】(2) 次に、一階の柱４、一階の耐震壁６及
び二階の梁５を構築する。(2) Next, the first floor pillar 4, the first floor earthquake-resistant wall 6 and the second floor beam 5 are constructed.
【００１４】(3) 次に、二階の梁５の上にＰＣ板又はデ
ッキプレートを敷設し、その上に必要量の補強筋を配筋
し、かつ、コンクリートを打設して二階の床スラブ７を
構築する。(3) Next, a PC board or a deck plate is laid on the beam 5 on the second floor, reinforcing bars of a required amount are laid thereon, and concrete is cast on the second floor slab. Build 7.
【００１５】(4) 以下、同様にして、二階の柱、三階の
梁及び床スラブの順で最上階まで構築する。(4) In the same manner, similarly, up to the top floor, in the order of the columns on the second floor, the beams on the third floor, and the floor slab.
【００１６】[0016]
【発明の効果】この発明は、以上説明したように構成さ
れ、Ｘ方向及びＹ方向に所定間隔に立設される柱と、こ
の柱に架け渡される梁と、前記柱間に設置される耐震壁
とを備えて複数階建ての建物を構築するに際し、架構体
のＸ方向又はＹ方向の一方にのみ前記梁を架け渡し、他
方向にのみ前記耐震壁を設置し、かつ、前記柱、梁及び
耐震壁を鉄筋コンクリートによって構築してなるので、
柱と梁との接合部との接合が大幅に少なくなり、また、
梁及び基礎ばりも少なくなるので、型枠工事が大幅に低
減される等して施工が簡単になり、更に、躯体工事費も
大幅に低減できる等の効果がある。The present invention is constructed as described above, and includes a column erected at predetermined intervals in the X and Y directions, a beam bridged over the column, and a seismic device installed between the columns. When constructing a multi-storey building including walls, the beams are bridged only in one of the X direction and the Y direction of the frame, the earthquake-resistant walls are installed only in the other direction, and the columns and beams are provided. And the earthquake-resistant wall is made of reinforced concrete,
The joints at the joints between columns and beams are significantly reduced,
Since the number of beams and foundation beams is also reduced, there is an effect that the formwork is greatly reduced and the construction is simplified, and further, the frame construction cost can be greatly reduced.
【図１】この発明に係る建物の構造架構体のＸ方向の縦
断面図である。FIG. 1 is a vertical sectional view in the X direction of a structural frame of a building according to the present invention.
【図２】この発明に係る建物の構造架構体のＹ方向の縦
断面図である。FIG. 2 is a vertical sectional view in the Y direction of the structural frame of the building according to the present invention.
【図３】図１におけるａ−ａ線断面図である。FIG. 3 is a sectional view taken along line aa in FIG.
【図４】図１におけるｂ−ｂ線断面図である。FIG. 4 is a sectional view taken along line bb in FIG. 1;
【図５】(a) は図１におけるｃ−ｃ線断面図、(b) は
(a) におけるｄ−ｄ線断面図である。5A is a cross-sectional view taken along the line cc in FIG. 1, and FIG.
It is a dd line sectional view in (a).
【図６】従来の構造架構体の一例を示す横断面図であ
る。FIG. 6 is a cross-sectional view showing an example of a conventional structural frame.
１…建物の架構体、２…布基礎、３…基礎ばり、４…
柱、５…梁、６…耐震壁、７…床スラブ。1 ... building structure, 2 ... cloth foundation, 3 ... foundation beam, 4 ...
Pillars, 5 beams, 6 earthquake-resistant walls, 7 floor slabs.
Claims (1)
る柱とこの柱間にそれぞれ設置される梁及び耐震壁とを
備え、鉄筋コンクリートによって構築される建物の構造
架構体において、Ｘ方向又はＹ方向の一方向に梁のみ
を、他方向に耐震壁のみをそれぞれ設置し、かつ前記梁
を柱の外径より幅広く形成してなることを特徴とする建
物の構造架構体。 1. Standing at predetermined intervals in an X direction and a Y direction.
Pillars and the beams and shear walls installed between the pillars
The structure of the building, equipped and constructed by reinforced concrete
In the frame, only the beam in one direction in the X or Y direction
In the other direction, and install only the
Characterized by having a width wider than the outer diameter of the pillar
The structural frame of the object.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22314394A JP2998572B2 (en) | 1994-09-19 | 1994-09-19 | Building structural frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22314394A JP2998572B2 (en) | 1994-09-19 | 1994-09-19 | Building structural frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0886016A JPH0886016A (en) | 1996-04-02 |
| JP2998572B2 true JP2998572B2 (en) | 2000-01-11 |
Family
ID=16793468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22314394A Expired - Fee Related JP2998572B2 (en) | 1994-09-19 | 1994-09-19 | Building structural frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2998572B2 (en) |
-
1994
- 1994-09-19 JP JP22314394A patent/JP2998572B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0886016A (en) | 1996-04-02 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19991005 |
|
| LAPS | Cancellation because of no payment of annual fees |