JPH09165872A - Composite building material - Google Patents

Composite building material

Info

Publication number
JPH09165872A
JPH09165872A JP34765095A JP34765095A JPH09165872A JP H09165872 A JPH09165872 A JP H09165872A JP 34765095 A JP34765095 A JP 34765095A JP 34765095 A JP34765095 A JP 34765095A JP H09165872 A JPH09165872 A JP H09165872A
Authority
JP
Japan
Prior art keywords
steel frame
iron plates
thin iron
cross
fixed
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
JP34765095A
Other languages
Japanese (ja)
Inventor
Izumi Naruse
泉 成瀬
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 JP34765095A priority Critical patent/JPH09165872A/en
Publication of JPH09165872A publication Critical patent/JPH09165872A/en
Pending legal-status Critical Current

Links

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

Abstract

PROBLEM TO BE SOLVED: To maintain rigidity and an external appearance characterisitice of wood by forming a cross-shaped steel frame long size material by continuously arranging four thin iron plates in a radial shape, and respectively fixing square timbers to respective installing spaces formed between the adjacent thin iron plates. SOLUTION: Four thin iron plates 11 are continuously arranged in a radial shape by using its lengthwise directional edges as root and trunk parts, and a cross-sectional cross-shaped steel frame long size material 10 is formed. Thin square timbers 12 respectively composed of wood are arranged in four installing spaces A formed of the adjacent thin iron plates 11, and are fixed to the steel frame long size material 10, and a column body 1 is formed. A notch space B to which the thin square timbers 12 are not fixed is arranged in the middle of the column body 1. A beam body is fixed to the notch space B of the column body 1 by bolts and nuts or the like through a bracket. Therefore, rigidity can be maintained by the steel frame long size material 10, and an external appearance characteristic and hygroscopicity of wood can be maintained by the thin square timbers 12.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は新規な複合建築材
に関する。
TECHNICAL FIELD The present invention relates to a novel composite building material.

【0002】[0002]

【従来の技術】従来より、建築材として、木材、鉄材等
が知られてる。木材は吸湿性および外観性に優れてお
り、一方、鉄材は剛性に優れている。従来の建造物にあ
っては、これらの特徴を考慮していずれの建築材を使用
するか判断していた。
2. Description of the Related Art Conventionally, wood, iron, etc. have been known as building materials. Wood has excellent hygroscopicity and appearance, while iron has excellent rigidity. In a conventional building, it was determined which building material to use in consideration of these characteristics.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、かかる
従来の建築材にあっては、上記したように各々独自の利
点を有するが、反面、木材にあっては剛性が乏しいとと
もに鉄材にあっては吸湿性が乏しく、更に、木造家屋を
希望する者にとっては鉄材と外観性を満足することはで
きないという不都合を有した。
However, such conventional building materials have their own advantages as described above, but on the other hand, wood has poor rigidity and iron materials absorb moisture. However, it has the disadvantage that the iron material and the appearance cannot be satisfied for those who desire a wooden house.

【0004】この発明の課題はかかる不都合を解消する
ことである。
An object of the present invention is to eliminate such inconvenience.

【0005】[0005]

【課題を解決するための手段】前記課題を達成するため
に、この発明に係る複合建築材においては、横断面が十
字状の鉄骨長尺材と4本の角材を備え、前記鉄骨長尺材
は4枚の細鉄板をその長手方向の端縁を根幹部にして放
射状に連接するとともにこれらの隣り合う前記細鉄板の
間に設置空間を形成し、この設置空間に前記4本の角材
を配設固定し、全体形状を四角柱状に形成したため、
In order to achieve the above-mentioned object, a composite building material according to the present invention is provided with a steel frame long member having a cross-shaped cross section and four square members, and the steel frame long member is provided. Connect four thin iron plates radially with their longitudinal edges as the roots and form an installation space between these adjacent thin iron plates, and arrange the four timbers in this installation space. Since it was fixed and fixed, and the overall shape was formed into a square pole,

【0006】断面十字状の鉄骨長尺材によって剛性を維
持できるとともにこの鉄骨材の周囲に配置された4本の
角材によって木材の外観性および吸湿性を維持すること
ができるものである。
The long steel member having a cross-shaped cross section can maintain the rigidity, and the four square members arranged around the steel member can maintain the appearance and hygroscopicity of the wood.

【0007】[0007]

【発明の実施の説明】図1は本発明に係る複合建築材を
使用した建築構造の斜視図、図2は本発明に係る複合建
築材の第一実施例の斜視図、図3は本発明に係る複合建
築材の第二実施例の斜視図、図4は本発明に係る複合建
築材の第三実施例の斜視図、図5は本発明に係る複合建
築材の第四実施例の斜視図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a perspective view of a building structure using the composite building material according to the present invention, FIG. 2 is a perspective view of a first embodiment of the composite building material according to the present invention, and FIG. 3 is the present invention. 4 is a perspective view of a second embodiment of the composite building material according to the present invention, FIG. 4 is a perspective view of a third embodiment of the composite building material according to the present invention, and FIG. 5 is a perspective view of the fourth embodiment of the composite building material according to the present invention. It is a figure.

【0008】図1において、Cは構造体であり、この構
造体Cは一本の柱体1と4本の梁体2とから構成されて
いる。これらの柱体1と梁体2,2,3,3 はこの発明に係る
複合建築材に相当する。
In FIG. 1, C is a structure, and this structure C is composed of one column body 1 and four beam bodies 2. The column body 1 and the beam bodies 2, 2, 3, 3 correspond to the composite building material according to the present invention.

【0009】まず、図2は前記柱体1を示したものであ
り、この柱体1は鉄骨長尺材10を軸としている。この鉄
骨長尺材10は4枚の細鉄板11,11,…を断面十字状に連設
したものであり、隣合う細鉄板11,11,の間には同一な4
つの設置空間A,A,…が形成される。。なお、この鉄骨長
尺材10は各細鉄板11,11 を溶接によって連結してもよい
し一体成形することもできる。
First, FIG. 2 shows the columnar body 1, and the columnar body 1 has a steel elongated member 10 as an axis. This long steel frame material 10 comprises four thin iron plates 11, 11, ... Connected in a cross shape in cross section, and the same thin iron plates 11, 11 are provided between adjacent thin iron plates 11, 11.
One installation space A, A, ... Is formed. . The long iron frame material 10 may be formed by integrally connecting the thin iron plates 11 and 11 by welding.

【0010】12,12 ,…は細角材であり、前記鉄骨長尺
材10の前記設置空間A,A,…に配設され、ボルト・ナット
手段によって鉄骨長尺材10に固定されている。このと
き、全体形状は図に示すように四角柱状に形成されてい
る。なお、細角材12,12,…を前記鉄骨長尺材10を固定す
る場合には、ボルト・ナット手段に限定されるものでは
なく従来存在する固定手段すべてを含むものである。
.. are fine rectangular members, which are arranged in the installation spaces A, A, ... of the steel elongated member 10 and fixed to the steel elongated member 10 by means of bolts and nuts. At this time, the entire shape is formed in a quadrangular prism shape as shown in the figure. In addition, when fixing the steel long member 10 to the fine rectangular members 12, 12, ..., It is not limited to the bolt and nut means, and includes all the conventional fixing means.

【0011】B,B,…は切り欠き空間であり、前記柱体1
の途中に形成されている。この切り欠き空間B,B,…は鉄
骨長尺材10のみであり、細角材12,12,…は配設されてい
ない。なお、この切り欠き空間B,B,…に図1に示すよう
に前記梁体2が連結される。
B, B, ... are notched spaces, and the pillar 1
Is formed in the middle of. The cutout spaces B, B, ... Are only the long steel frame members 10, and the rectangular members 12, 12 ,. The beam body 2 is connected to the cutout spaces B, B, ... As shown in FIG.

【0012】次に、図3は第一梁体2を示したものであ
り、この第一梁体2は前記柱体1同様鉄骨長尺材10を軸
としている。この鉄骨長尺材10は前記柱体1の場合と全
く同一である。この梁体2では、鉄骨長尺材10が一方向
に突出している。そして、鉄骨長尺材10の突出部におい
て、一対の水平細鉄板111,111 は更に突出してその間に
隙間Sを形成している。図1に示すように、この隙間S
は、前記第一梁体2が前途柱体1に連結する場合、柱体
1における切り欠き部Bの細鉄板11に外嵌めされる。こ
のとき、前記第一梁体2の垂直細鉄板112,112 はの先端
縁は柱体1における切り欠き部Bの細鉄板11の側端縁に
接触している。そして、この第一梁体2が前記柱体2に
連結された状態は、図1に示すように一対のブラケット
5,5 で挟持され、ボルト・ナット等で固定される。な
お、ブラケット5,5 を使用しないで、溶接等で固定する
こともできる。
Next, FIG. 3 shows the first beam body 2, and the first beam body 2 uses the steel elongated member 10 as an axis, like the column body 1. This long steel frame material 10 is exactly the same as the case of the pillar 1. In this beam body 2, the steel frame long material 10 projects in one direction. Then, in the projecting portion of the long steel frame member 10, the pair of horizontal thin iron plates 111, 111 further project to form a gap S therebetween. As shown in FIG. 1, this gap S
When the first beam body 2 is connected to the front column body 1, it is fitted onto the thin iron plate 11 of the notch B in the column body 1. At this time, the leading edge of the vertical thin iron plates 112, 112 of the first beam body 2 is in contact with the side edge of the thin iron plate 11 of the cutout portion B in the columnar body 1. The state in which the first beam body 2 is connected to the column body 2 is as shown in FIG.
It is sandwiched between 5,5 and fixed with bolts and nuts. It should be noted that the brackets 5 and 5 can be fixed by welding without using them.

【0013】次に、図4は第二梁体3を示したものであ
り、この第二梁体3は前記柱体1同様鉄骨長尺材10を軸
としている。この鉄骨長尺材10は前記柱体1又は前記第
一梁体2の場合と全く同一である。この第二梁体3で
は、鉄骨長尺材10が一方向に突出している。そして、鉄
骨長尺材10の突出部において、垂直に連設された細鉄板
11,11 に沿って4枚のL板6,6,…が重設固定されてい
る。そして、このL板6,6,…は鉄骨長尺材10の突出部よ
りも更に突出している。これらのL板6,6,…の間に十字
隙間Tを形成している。そして、図1に示すように、こ
の十字隙間Tは、前記第二梁体2が前途柱体1に連結す
る場合(既に、第一梁体2が連結されている状態)、柱
体1の細鉄板11と第一梁体2の水平細鉄板111 の十字状
連設部に外嵌めされる。そして、この第二梁体2は前記
柱体2および第一梁体2 に連結された状態で、ボルト・
ナット等で固定される。なお、ボルト・ナット等を使用
しないで、溶接等で固定することもできる。
Next, FIG. 4 shows the second beam body 3, and the second beam body 3 has the steel frame long member 10 as an axis, like the column body 1. This steel long member 10 is exactly the same as the case of the column body 1 or the first beam body 2. In this second beam body 3, the steel frame long material 10 projects in one direction. And, in the projecting portion of the steel frame long member 10, thin iron plates continuously provided vertically
Four L plates 6,6, ... are stacked and fixed along 11,11. The L plates 6, 6, ... Are further projected than the projecting portion of the steel long member 10. A cross gap T is formed between these L plates 6, 6, .... Then, as shown in FIG. 1, when the second beam body 2 is connected to the front column body 1 (the first beam body 2 is already connected), the cross gap T is formed in the column body 1. The thin iron plate 11 and the horizontal thin iron plate 111 of the first beam body 2 are externally fitted to a cross-shaped continuous portion. The second beam body 2 is connected to the column body 2 and the first beam body 2 with
It is fixed with nuts. It should be noted that it is also possible to fix it by welding without using bolts and nuts.

【0014】なお、図5に示すように、断面が三角形
(直角二等辺三角形)状の細角材15,15,…を使用して、
柱体1等の四角柱状の複合建築材を構成したものであ
る。
As shown in FIG. 5, fine rectangular members 15, 15, ... Having a triangular cross section (right-angled isosceles triangle) are used.
It is a quadrangular prism-shaped composite building material such as the pillar 1.

【0015】[0015]

【発明の効果】この発明に係る複合建築材は、横断面が
十字状の鉄骨長尺材と4本の角材を備え、前記鉄骨長尺
材は4枚の細鉄板をその長手方向の端縁を根幹部にして
放射状に連接するとともにこれらの隣り合う前記細鉄板
の間に設置空間を形成し、この設置空間に前記4本の角
材を配設固定し、全体形状を四角柱状に形成したため、
Industrial Applicability The composite building material according to the present invention comprises a steel frame long member having a cross-shaped cross section and four square members, and the steel frame long member is composed of four thin iron plates at the edges in the longitudinal direction. Since the installation space is formed between these adjacent thin iron plates while being radially connected to each other as a root portion, and the four square members are arranged and fixed in this installation space, the overall shape is formed into a square column shape,

【0016】断面十字状の鉄骨長尺材によって剛性を維
持できるとともにこの鉄骨材の周囲に配置された4本の
角材によって木材の外観性および吸湿性を維持すること
ができるものである。
The long steel member having a cross-shaped cross section can maintain the rigidity, and the four square members arranged around the steel member can maintain the appearance and hygroscopicity of the wood.

【0017】よって、この複合建築材を使用すれば、剛
性の優れた外観木造上の建造物を簡易に建築することが
できるものである。
Therefore, by using this composite building material, it is possible to easily construct a structure on the exterior wooden structure having excellent rigidity.

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

【図1】本発明に係る複合建築材を使用した建築構造の
斜視図である。
FIG. 1 is a perspective view of a building structure using a composite building material according to the present invention.

【図2】本発明に係る複合建築材の第一実施例の斜視図
である。
FIG. 2 is a perspective view of a first embodiment of the composite building material according to the present invention.

【図3】本発明に係る複合建築材の第二実施例の斜視図
である。
FIG. 3 is a perspective view of a second embodiment of the composite building material according to the present invention.

【図4】本発明に係る複合建築材の第三実施例の斜視図
である。
FIG. 4 is a perspective view of a third embodiment of the composite building material according to the present invention.

【図5】本発明に係る複合建築材の第四実施例の斜視図
である。
FIG. 5 is a perspective view of a fourth embodiment of the composite building material according to the present invention.

【符号の説明】[Explanation of symbols]

1 … 柱体 10 … 鉄骨長尺材 11 … 細鉄板 12 … 角材 2 … 第一梁体 3 … 第二梁体 A … 設置空間 1… Cylinder 10… Steel long material 11… Small iron plate 12… Square material 2… First beam 3… Second beam A… Installation space

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 横断面が十字状の鉄骨長尺材と4本の角
材を備え、前記鉄骨長尺材は4枚の細鉄板をその長手方
向の端縁を根幹部にして放射状に連接するとともにこれ
らの隣り合う前記細鉄板の間に設置空間を形成し、この
設置空間に前記4本の角材を配設固定し、全体形状を四
角柱状に形成したことを特徴とする複合建築材。
1. A long steel frame member having a cross-shaped cross section and four square members, wherein the long steel plate member radially connects four thin iron plates with their longitudinal edges being the roots. At the same time, an installation space is formed between the adjacent thin iron plates, and the four square members are arranged and fixed in the installation space, and the overall shape is formed into a square pole shape.
JP34765095A 1995-12-15 1995-12-15 Composite building material Pending JPH09165872A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34765095A JPH09165872A (en) 1995-12-15 1995-12-15 Composite building material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34765095A JPH09165872A (en) 1995-12-15 1995-12-15 Composite building material

Publications (1)

Publication Number Publication Date
JPH09165872A true JPH09165872A (en) 1997-06-24

Family

ID=18391658

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34765095A Pending JPH09165872A (en) 1995-12-15 1995-12-15 Composite building material

Country Status (1)

Country Link
JP (1) JPH09165872A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006009439A (en) * 2004-06-25 2006-01-12 Ishimoriya Zaimokuten:Kk Building construction method and structural element used for the method
CN104805961A (en) * 2015-03-10 2015-07-29 中建钢构江苏有限公司 Steel column provided with thick plates, special-shaped skew bracket and truss layer and manufacturing method of steel column
JP2017106285A (en) * 2015-12-11 2017-06-15 株式会社竹中工務店 Column joint structure
KR20200076195A (en) * 2018-12-19 2020-06-29 명지대학교 산학협력단 Connection structure of column and beam assembly of Hanok architecture

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006009439A (en) * 2004-06-25 2006-01-12 Ishimoriya Zaimokuten:Kk Building construction method and structural element used for the method
CN104805961A (en) * 2015-03-10 2015-07-29 中建钢构江苏有限公司 Steel column provided with thick plates, special-shaped skew bracket and truss layer and manufacturing method of steel column
CN104805961B (en) * 2015-03-10 2017-03-08 中建钢构江苏有限公司 Oblique bracket girders layer steel column of slab abnormity and preparation method thereof
JP2017106285A (en) * 2015-12-11 2017-06-15 株式会社竹中工務店 Column joint structure
KR20200076195A (en) * 2018-12-19 2020-06-29 명지대학교 산학협력단 Connection structure of column and beam assembly of Hanok architecture

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