JPH09328816A - Y-form column and anchor plate in hexagonal building structure - Google Patents

Y-form column and anchor plate in hexagonal building structure

Info

Publication number
JPH09328816A
JPH09328816A JP14380695A JP14380695A JPH09328816A JP H09328816 A JPH09328816 A JP H09328816A JP 14380695 A JP14380695 A JP 14380695A JP 14380695 A JP14380695 A JP 14380695A JP H09328816 A JPH09328816 A JP H09328816A
Authority
JP
Japan
Prior art keywords
hexagonal
beam columns
columns
column
building
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
JP14380695A
Other languages
Japanese (ja)
Inventor
Yoshihiro Niijima
祥洋 新島
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 JP14380695A priority Critical patent/JPH09328816A/en
Publication of JPH09328816A publication Critical patent/JPH09328816A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE: To reinforce the structure of the framework of a building and the pier, etc., of a viaduct and improve the efficiency of the execution of works of the structure by joining a Y-form column with three beam columns opened at an angle of 120 deg. with the lower section of a hexagonal support and forming hexagonal structure. CONSTITUTION: Three beam columns are connected to the lower section of a hexagonal support 1 while opening the beam columns at an angle of 120 deg. at the time of an overhead view and inclining the beam columns to lower sections at 45 deg. from a horizontal section at the time of a side view, and a Y-form column is formed. A sill section uniting the mutual hexagonal supports 1 is installed to the upper section of the hexagonal support 1, and anchor plates for joining the beam columns 2 from the three directions are mounted on a foundation bed. The lower end sections of other hexagonal supports 1 are superposed to the sill sections of the hexagonal supports 1, the three beam columns 2 from the three directions are connected, and bolts and revets are inserted and clamped into boltholes at the front ends of the beam columns 2. Joint plates 5 are stretched among the beam columns 2 and the beam columns 2, and joining reinforcement is conducted. Accordingly, the columns of the framework of a building and the piers of viaducts are formed in hexagonal building structure. A surface area is reduced in a hexagon, and coin itself fills the role of the reinforcement of a bracing, etc., thus also simplifying an execution method.

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、六角建築構造におけ
る六角構造を形成するために、六角形の支柱の下部に三
本の梁柱のある柱。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column having three beam columns below a hexagonal column in order to form a hexagonal structure in a hexagonal building structure.

【0002】[0002]

【従来の技術】従来より、建築における構造として、角
形鋼管、H鋼、コの字鋼等の支柱を用い、トラス構造や
ラーメン構造等の骨組みを形成している。又、高架等の
橋脚ではT形橋脚等が用いられている。
2. Description of the Related Art Conventionally, as a structure in construction, columns such as a square steel pipe, H steel, and U-shaped steel are used to form a framework such as a truss structure or a rigid frame structure. For elevated piers, T-shaped piers are used.

【0003】[0003]

【発明が解決しようとする課題】従来の建築の構造や高
架等の橋脚は、構造上の強度を越える衝撃を受けた時、
構造自身が、受けた衝撃を拡散することができない。そ
れは、衝撃を弱めるための抵抗がないためであり、垂直
に立てた柱の場合土台から来る衝撃を最上部に向かい垂
直に伝えてしまうためである。又、従来の施工方法だと
筋交い等補強に使われる建材を多く使用するため、構造
設計が複雑になり施工期間を多く必要とし、コストの面
から見ても不経済である。本発明は、以上の問題点をな
くすために、構造の強化と施工効率の良い建築構造を提
供することを目的とする。
The structure of a conventional building or a bridge pier such as an elevated structure, when subjected to an impact exceeding the structural strength,
The structure itself cannot disperse the shock it receives. This is because there is no resistance to weaken the shock, and in the case of a vertically standing pillar, the shock coming from the base is transmitted vertically toward the top. Further, the conventional construction method uses a large amount of building materials used for reinforcement such as braces, which complicates the structural design, requires a long construction period, and is uneconomical in terms of cost. An object of the present invention is to provide a building structure having a strong structure and a high construction efficiency in order to eliminate the above problems.

【0004】[0004]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は建築構造(建造物の骨組みの柱や高架橋
の橋脚)において、六角構造を形成するために支柱に三
本の梁柱のある三つ又柱による六角建築構造を特徴とす
るものである。三つ又柱は、単体として存在し組立てら
れてから六角構造として成り立つ。三つ又柱とは、六角
形の支柱に三本の梁柱を持ち、その梁柱同士を接合する
ことにより六角構造を形成する。この三つ又柱を用い
て、六角建築構造を完成させる。
In order to achieve the above-mentioned object, the present invention is to provide three beams to columns to form a hexagonal structure in a building structure (a pillar of a frame of a building or a bridge pier of an elevated bridge). It features a hexagonal architectural structure with three-pronged columns. The three-pronged pillar exists as a single body and is assembled into a hexagonal structure. The three-pronged column has three beam columns on a hexagonal column, and the beam columns are joined together to form a hexagonal structure. A hexagonal building structure is completed using these three-pronged columns.

【0005】[0005]

【作用】六角構造にすることにより、四角形より六角形
の方が表面上での三角形の占める割合が多くなるため、
辺に対する安定度が増す。そのため四角形構造よりも強
度が増すことになる。又、同じ大きさの立方体と六角体
を比べると六角体の方が表面積が少なくなる。構造上、
柱自身が筋交い等の補強柱の役割も果たすため、柱を立
てるだけになり施工方法も単純になる。
[Function] By adopting a hexagonal structure, a hexagon has a larger proportion of triangles on the surface than a quadrangle.
Increased edge stability. Therefore, the strength is higher than that of the rectangular structure. Also, comparing a cube and a hexagon of the same size, the hexagon has a smaller surface area. Structurally
Since the pillars themselves also play the role of reinforcing pillars such as braces, the pillars are only erected and the construction method is simple.

【0006】[0006]

【実施例】三つ又柱は、単体として存在し組立てられて
から六角構造として成り立つ。三つ又柱とは、六角支柱
(1)の下部に三本の梁柱(2)を持ち、その梁柱
(2)同士を組立てることにより六角構造を形成する。
三つ又支柱を上部から見たときの梁柱(2)は、中心に
ある六角支柱(1)より120度の角度で三本の梁柱
(2)が位置し、それが六角支柱(1)に存在する。
又、横から見たときの梁柱(2)は、三本の梁柱(2)
が水平より45度の角度で存在する。六角支柱(1)の
上部には、柱同士を接合するために土台部(4)があ
り、三方向から来る三本の梁柱(2)を接合する。その
ため、梁柱(2)の先端のボルト穴がありボルトやリベ
ット等で接合し、その後に梁柱(2)と梁柱(2)との
間に継手板(5)を渡し接合補強を行う。六角支柱
(1)の上部にある土台部(4)と同じ形をしたアンカ
ープレート(3)で基盤土台等への設置(アンカーボル
ト止め)を行う。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The three-pronged column exists as a single body and is assembled into a hexagonal structure. The three-pronged column has three beam columns (2) below the hexagonal column (1), and the beam columns (2) are assembled together to form a hexagonal structure.
The beam pillar (2) when the three-pronged pillar is viewed from above has three beam pillars (2) positioned at an angle of 120 degrees from the hexagonal pillar (1) at the center, which is the hexagonal pillar (1). Exists.
The beam pillar (2) when viewed from the side is three beam pillars (2).
Exists at an angle of 45 degrees from the horizontal. At the upper part of the hexagonal column (1), there is a base part (4) for joining columns, and three beam columns (2) coming from three directions are joined. Therefore, there is a bolt hole at the tip of the beam column (2) and they are joined by bolts or rivets, and then a joint plate (5) is passed between the beam column (2) and the beam column (2) to reinforce the joint. . The anchor plate (3) having the same shape as the base (4) on the top of the hexagonal support (1) is installed (anchor bolted) on the base or the like.

【0007】[0007]

【発明の効果】六角建築構造における三つ又柱の効果
は、この構造で衝撃を受けた時、従来の構造(垂直に一
本の柱が立つ)と違い、互いの六角支柱(1)を梁柱
(2)が支え合う形となる。又、梁柱(2)が六角支柱
(1)により伝わった衝撃を減らすため衝撃に対する抵
抗力を持つことになり衝撃を拡散することができる。六
角構造上、梁柱(2)が筋交い等の補強柱の役割も果た
すため、柱を立てるだけになり施工方法も簡単になる。
そのため、構造設計が単純になり施工期間を短縮でき
る。又、六角構造にすることにより、四角形より六角形
の方が表面上での三角形の占める割合が多くなるため、
辺に対する安定度が増す。そのため四角形構造よりも強
度が増すことになる。それに、同じ大きさの立方体と六
角体を比べると六角体の方が表面積が少なくなるため、
コストを下げることが可能であり経済的である。又、デ
ザイン的にも優れている。
The effect of the three-pronged pillar in the hexagonal building structure is that, when an impact is received by this structure, unlike the conventional structure (one pillar stands vertically), the hexagonal pillars (1) are made into beam pillars. (2) will be in a form of supporting each other. Further, since the beam column (2) reduces the impact transmitted by the hexagonal column (1), the beam column (2) has a resistance to the impact and can diffuse the impact. Because of the hexagonal structure, the beam columns (2) also play a role of reinforcing columns such as braces, so that only the columns are erected and the construction method is simple.
Therefore, the structural design is simplified and the construction period can be shortened. Also, by making the hexagonal structure, the hexagonal shape has a larger proportion of triangles on the surface than the quadrangular shape.
Increased edge stability. Therefore, the strength is higher than that of the rectangular structure. Besides, comparing a cube of the same size and a hexagon, the hexagon has a smaller surface area,
Cost can be reduced and it is economical. It is also excellent in design.

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

【図1】三つ又支柱の斜視図FIG. 1 is a perspective view of a three-pronged column.

【図2】三つ又支柱の平面図FIG. 2 is a plan view of a three-pronged column.

【図3】三つ又支柱の実施例を示す斜視図FIG. 3 is a perspective view showing an example of a three-pronged column.

【図4】三つ又支柱の実施例を示す平面図FIG. 4 is a plan view showing an example of a three-pronged column.

【図5】アンカープレートを示す図FIG. 5 is a diagram showing an anchor plate.

【符号の説明】[Explanation of symbols]

(1) 六角支柱 (2) 梁柱 (3) アンカープレート (4) 土台部 (5) 継手板 (1) Hexagonal column (2) Beam column (3) Anchor plate (4) Base (5) Joint plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】建造物の骨組みの柱や高架橋の橋脚を六角
建築構造として形成するために、六角支柱(1)の下部
に三本の梁柱(2)のある三つ又柱と、それを設置する
ためのアンカープレート(3)。
1. A three-pronged column with three beam columns (2) below a hexagonal column (1) and a three-column column installed in order to form a frame column of a building or a bridge pier of a viaduct as a hexagonal building structure. Anchor plate (3) for doing.
JP14380695A 1995-05-02 1995-05-02 Y-form column and anchor plate in hexagonal building structure Pending JPH09328816A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14380695A JPH09328816A (en) 1995-05-02 1995-05-02 Y-form column and anchor plate in hexagonal building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14380695A JPH09328816A (en) 1995-05-02 1995-05-02 Y-form column and anchor plate in hexagonal building structure

Publications (1)

Publication Number Publication Date
JPH09328816A true JPH09328816A (en) 1997-12-22

Family

ID=15347417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14380695A Pending JPH09328816A (en) 1995-05-02 1995-05-02 Y-form column and anchor plate in hexagonal building structure

Country Status (1)

Country Link
JP (1) JPH09328816A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007102264A1 (en) 2006-03-06 2007-09-13 Sekisui Chemical Co., Ltd. Construction structure body, structure unit, and method for the unit
CN104481025A (en) * 2014-11-21 2015-04-01 江苏沪宁钢机股份有限公司 Trident pillar with irregular sections
CN115162514A (en) * 2022-07-21 2022-10-11 中国建筑第五工程局有限公司 Assembled building beam column steel construction connecting elements

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007102264A1 (en) 2006-03-06 2007-09-13 Sekisui Chemical Co., Ltd. Construction structure body, structure unit, and method for the unit
CN104481025A (en) * 2014-11-21 2015-04-01 江苏沪宁钢机股份有限公司 Trident pillar with irregular sections
CN115162514A (en) * 2022-07-21 2022-10-11 中国建筑第五工程局有限公司 Assembled building beam column steel construction connecting elements

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