JPH05311736A - Frame structure of building - Google Patents

Frame structure of building

Info

Publication number
JPH05311736A
JPH05311736A JP13994792A JP13994792A JPH05311736A JP H05311736 A JPH05311736 A JP H05311736A JP 13994792 A JP13994792 A JP 13994792A JP 13994792 A JP13994792 A JP 13994792A JP H05311736 A JPH05311736 A JP H05311736A
Authority
JP
Japan
Prior art keywords
pillar
central
corner
building
beams
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.)
Pending
Application number
JP13994792A
Other languages
Japanese (ja)
Inventor
Kazumi Kato
一實 加藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13994792A priority Critical patent/JPH05311736A/en
Publication of JPH05311736A publication Critical patent/JPH05311736A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To burden a space frame with load on construction, and to vary the enlargement and rebuilding of each room in the space frame by supporting load by a central post and crossed flat beams and corner posts. CONSTITUTION:A central post 2 is built at the intersection of the diagonals of the square frame of corner posts 1 at four coners. The central post 2 is fixed by foundation concrete 3. Flat beams 4 are penetrated into the central posts 2 and crossed among the corner posts 1 and constructed among the corner posts 1 on the diagonals. Horizontal angle braces are mounted for preventing the generation of kinds among each beam and brace 10 for tying-in the beams 4 and the posts 1. Accordingly, the central post 2, the corner posts 1 and the flat beams 4 are burdened with load and the number of the posts is reduced, and floors, a ceiling and the beams are set up integrally while enlargement and rebuilding can easily be altered.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、建築物の立体わく組
構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a three-dimensional frame structure for buildings.

【0002】[0002]

【従来の技術】従来の住宅等建築物の立体わく組は、四
隅の隅柱間に横架材を渡しかけ、隅柱間に中間柱を建
て、筋違い等を施し補強して構成する。それがために分
割形成される各部屋ごとの立体わく組は固定化されてい
て、全体としてみると小さい立体わく組の連接集合体と
なっている。したがって、部屋の増改築時の間仕切り等
の変更は大仕事となってしまうものであった。その上、
建築のわく組みに柱材を多く使用するものであった。
2. Description of the Related Art A conventional three-dimensional frame structure of a building such as a house is constructed by passing horizontal members between corner columns at four corners, constructing intermediate columns between the corner columns, and reinforcing them by making a bracing. Because of that, the three-dimensional frame for each room that is divided and formed is fixed, and it is a concatenated assembly of small three-dimensional frames as a whole. Therefore, changing the partition etc. during the expansion and renovation of the room was a big task. Moreover,
A lot of pillars were used in the framework of construction.

【0003】[0003]

【発明が解決しようとする課題】この発明は、建築物の
中心部分に大黒柱とみられる中央心柱を建て、それを中
心とする四隅に隅柱を建て、中央心柱を経て隅柱間に陸
梁を交叉して架け渡し設け、中央心柱と陸梁と隅柱とに
よる立体わく組に建築上の荷重を負担させることによ
り、その立体わく組内にて各部屋の増改築変更を容易に
できるようにしようとするものである。
SUMMARY OF THE INVENTION According to the present invention, a central pillar, which is considered to be a Daikoku pillar, is built in the center of a building, corner pillars are built in the four corners centered on it, and land is formed between the corner pillars through the central pillar. Beams are installed to cross each other, and the structural load is applied to the three-dimensional frame group consisting of the central core column, land beam, and corner column, making it easy to add or modify each room within the three-dimensional frame group. It tries to be able to do it.

【0004】[0004]

【課題を解決するための手段】この発明が課題を解決す
るために講じた手段は、充分な間隔をとった四隅の隅柱
による方形わく内の中央部、或いは方形わくの対角線の
交点部に中央心柱を建て、その中央心柱と四隅の隅柱と
を陸梁を交叉させて接続し、四隅の隅柱間を横梁で接続
したものである。
[Means for Solving the Problems] Means for solving the problems of the present invention are as follows: the center of a square frame by the corner posts of four corners with sufficient spacing, or the intersection of the diagonal lines of the square frame. The central pillar is built, the central pillar and the corner pillars at the four corners are connected by crossing the land beams, and the corner pillars at the four corners are connected by horizontal beams.

【0005】[0005]

【作用】中央心柱と交叉した陸梁と隅柱とによって荷重
を支えるようにしたので、その立体わく組内で各部屋を
従来のように補強材などを用いることなく自在に変更で
きることになる。
[Operation] Since the load is supported by the land beam and the corner post that intersect with the central pillar, each room can be freely changed within the three-dimensional frame without the use of reinforcing materials as in the conventional case. .

【0006】[0006]

【実施例】この発明の一実施例を図を参酌しつつ説明す
ると、充分な間隔をとって建てた四隅の隅柱1を仮りに
結んだ仮想方形わくの対角線の交点に中央心柱2を建て
る。同柱2は根巻き基礎コンクリート3に囲まれた足受
け金具(図外)に同柱2の足元を差し入れ固定される。
同柱2はいわゆる大黒柱となるので所要の強度のものが
選択される。次に、対角線上の隅柱1間に及ぶ長さの陸
梁4を中央心柱2を貫通して隅柱1間に交叉して架設す
る。図2に示すように四隅の隅柱1間で方形わくを形成
するように隅柱1間に架設した桁間5の中間に中間柱6
を建て、それと中央心柱2間に直陸梁7を架設する場合
は桁間5と梁間8の長さの比が6:4よりひらく場合に
設けられる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. A central column 2 is formed at the intersection of diagonal lines of a virtual square frame that temporarily connects four corner columns 1 that are built with sufficient spacing. build. The pillar 2 is fixed by inserting the foot of the pillar 2 into a foot receiving metal fitting (not shown) surrounded by the foundation winding concrete 3.
Since the pillar 2 is a so-called large black pillar, a pillar having a required strength is selected. Next, a land beam 4 having a length extending between the corner pillars 1 on a diagonal line is pierced through the central core pillar 2 so as to cross the corner pillars 1. As shown in FIG. 2, an intermediate pillar 6 is provided in the middle of the girders 5 that are installed between the corner pillars 1 so as to form a square frame between the corner pillars 1 at the four corners.
When a straight beam 7 is erected between it and the central column 2, it is provided when the ratio of the lengths of the girder space 5 and the beam space 8 is larger than 6: 4.

【0007】上記実施例の他の実施例としては、図3に
示すように中間柱6を梁間8と桁間5の各中間に建て、
対向する中間柱6間に陸梁4を中央心柱2を介して架設
する。この場合には中間柱6を4本用いる必要がある。
As another embodiment of the above-mentioned embodiment, as shown in FIG. 3, an intermediate column 6 is built in each middle of the beam gap 8 and the girder gap 5,
The land beam 4 is installed between the facing intermediate columns 6 via the central column 2. In this case, it is necessary to use four intermediate columns 6.

【0008】また、各梁間によじれ、ひしぐなどの発生
を防ぐために火打梁9を、梁と柱との取合いに方杖10
を設ける。陸梁4であっても中央心柱2を貫通しない短
尺の場合には、結締金具11で中央心柱2に結締する。
陸梁4と隅柱1との取合いも方杖10を設ける。その
他、火打梁9、方杖10も金具により結締する。さら
に、この発明に使用する材料には大断面集成材、木材、
鉄骨材、プレキャストコンクリート梁などがある。また
さらに、この発明では使用される部材の断面積が大きく
なることと、使用される柱の本数が従来の建築物より大
きく少なくなるために使用される柱に荷重が従来より集
中するので、柱の部分の基礎を頑丈にすることにより構
造体わく組を丈夫にして耐用年数を飛躍的に伸ばすこと
ができる。
A striking beam 9 is provided to prevent the occurrence of kinks and scratches between the beams, and a cane 10 is used to connect the beams to the columns.
To provide. If the land beam 4 has a short length that does not penetrate the central column 2, the fastening member 11 is used to fasten the central column 2.
A cane 10 is also provided for the connection between the land beam 4 and the corner post 1. In addition, the bait beam 9 and the cane 10 are also fastened with metal fittings. Further, the materials used in this invention include large cross-section glulam, wood,
There are steel aggregates and precast concrete beams. Furthermore, in this invention, since the cross-sectional area of the members used is large and the number of columns used is much smaller than in conventional buildings, the load is concentrated on the columns used, so By making the foundation of the part strong, the structure frame can be made strong and the service life can be dramatically extended.

【0009】[0009]

【発明の効果】この発明によれば、従来の建築よりも柱
の本数を減らすとともに筋違いを省略し、柱の本数が少
ないために内部造作、例えば床、天井、壁を一体的に張
ることができ、外壁、間仕切り壁が枠組、パネル等で施
工できるので増改築模様替えが容易化するのほか、中央
心柱を四隅隅柱と陸梁とによる立体わく組を単位として
それを接続または積層することにより増築が容易となる
効果がある。
According to the present invention, it is possible to reduce the number of columns and to eliminate striations as compared with the conventional construction, and since the number of columns is small, an internal feature such as a floor, a ceiling or a wall can be stretched integrally. The exterior and partition walls can be constructed with frames, panels, etc., which facilitates renovation and remodeling.In addition, connecting or stacking the central core column as a unit of three-dimensional frame composed of four corner columns and land beams. This has the effect of making it easier to build.

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

【図1】この発明のわく組の一部を省略した斜視図。FIG. 1 is a perspective view in which a part of a frame assembly of the present invention is omitted.

【図2】この発明によるわく組の平面図。FIG. 2 is a plan view of a frame according to the present invention.

【図3】この発明の他の実施例によるわく組の平面図。FIG. 3 is a plan view of a frame according to another embodiment of the present invention.

【符号の説明】 1 隅柱 2 中央心柱 3 基礎コンクリート 4 陸梁 5 桁間 6 中間柱 7 直陸梁 8 梁間 9 火打梁 10 方杖 11 結締金具[Explanation of symbols] 1 corner column 2 central core column 3 basic concrete 4 land beam 5 girder space 6 intermediate column 7 straight land beam 8 beam span 9 flint beam 10 cane 11 tightening metal fitting

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 中央部に建てた中央心柱とその周囲四隅
に建てた各隅柱との間に陸梁を架設して中央心柱と隅柱
と陸梁とに建築物の荷重を負担させることを特徴とした
建築物のわく組構造。
1. A land beam is erected between a central pillar formed in the central portion and each corner pillar built in the four corners around the central pillar to bear the load of the building on the central pillar, the corner pillar and the land beam. Framed structure of building characterized by
【請求項2】 四隅の隅柱を仮りに結んだ方形わくの対
角線の交点に中央心柱を建て、その中央心柱と四隅に建
てた各隅柱との間に陸梁を架設して中央心柱と隅柱と陸
梁とに建築物の荷重を負担させることを特徴とした建築
物のわく組構造。
2. A central mandrel is built at the intersection of the diagonal lines of a rectangular frame that temporarily connects the four corners, and land beams are installed between the central mandrel and the corners built at the four corners. A framed structure of a building characterized in that the load of the building is loaded on the core pillar, the corner pillar and the land beam.
【請求項3】 陸梁が中央心柱を貫通して隅柱間に及ん
だ請求項1または請求項2の建築物のわく組構造。
3. The framed structure of a building according to claim 1 or 2, wherein the land beam penetrates the central pillar and extends between the corner pillars.
【請求項4】 中央心柱と隅柱間に及ぶ陸梁を用いて中
央心柱と各隅柱間に架設し、陸梁を中央心柱に金具に支
持した請求項1または請求項2の建築物のわく組構造。
4. The method according to claim 1, wherein a land beam extending between the central pillar and the corner pillar is used to erect the central pillar and each corner pillar, and the land beam is supported by the metal fitting on the central pillar. Framed structure of a building.
【請求項5】 立体わく組の桁間又は梁間の中間部に建
てた中間柱と中央心柱間に直陸梁を架設した建築物のわ
く組構造。
5. A frame structure of a structure in which a straight beam is installed between an intermediate column and a central column, which are built in the middle part between girders or beams of a three-dimensional frame structure.
【請求項6】 立体わく組の桁間と梁間の中間部に中間
柱を建て、対向する中間柱間に中央心柱を介して陸梁を
架設した建築物のわく組構造。
6. A framework structure of a building in which an intermediate column is built in an intermediate portion between girders and beams of a three-dimensional frame and a land beam is erected between opposing intermediate columns through a central pillar.
JP13994792A 1992-05-01 1992-05-01 Frame structure of building Pending JPH05311736A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13994792A JPH05311736A (en) 1992-05-01 1992-05-01 Frame structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13994792A JPH05311736A (en) 1992-05-01 1992-05-01 Frame structure of building

Publications (1)

Publication Number Publication Date
JPH05311736A true JPH05311736A (en) 1993-11-22

Family

ID=15257388

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13994792A Pending JPH05311736A (en) 1992-05-01 1992-05-01 Frame structure of building

Country Status (1)

Country Link
JP (1) JPH05311736A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002188211A (en) * 2000-12-21 2002-07-05 Misawa Homes Co Ltd Unit type building
JP2007132077A (en) * 2005-11-10 2007-05-31 Yokogawa Bridge Corp Construction method of rigid-frame bridge with angle brace member, and rigid-frame bridge with angle brace member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002188211A (en) * 2000-12-21 2002-07-05 Misawa Homes Co Ltd Unit type building
JP4676610B2 (en) * 2000-12-21 2011-04-27 ミサワホーム株式会社 Unit building
JP2007132077A (en) * 2005-11-10 2007-05-31 Yokogawa Bridge Corp Construction method of rigid-frame bridge with angle brace member, and rigid-frame bridge with angle brace member

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