JPS63118431A - Skeletal of building - Google Patents
Skeletal of buildingInfo
- Publication number
- JPS63118431A JPS63118431A JP26063986A JP26063986A JPS63118431A JP S63118431 A JPS63118431 A JP S63118431A JP 26063986 A JP26063986 A JP 26063986A JP 26063986 A JP26063986 A JP 26063986A JP S63118431 A JPS63118431 A JP S63118431A
- Authority
- JP
- Japan
- Prior art keywords
- beams
- ridge
- valley
- frame
- 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
Links
- 239000000463 material Substances 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 241000217377 Amblema plicata Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明はスーツ−マーケット等の売場、レジャー施設の
上屋、展示場等の平屋で拡がシを要する建築物の骨組に
係るものである。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to the frame of a one-story building that requires expansion, such as a sales floor in a suit market, a shed in a leisure facility, an exhibition hall, etc. .
(従来の技術)
従来のこの雅の建築物においては、複数の個所に立設さ
れた柱間に梁、桁材その他の補強材が連結されて骨組が
組立てられている。(Prior Art) In conventional buildings, beams, girders, and other reinforcing materials are connected between pillars erected at a plurality of locations to construct a frame.
(発明が解決しようとする問題点)
前記従来の骨組においては多数種の部材が使用されるの
で組立作業が煩雑であシ、また建築物を平面的に延長す
る必要が生じたとき施工が容易でない。(Problems to be Solved by the Invention) In the conventional framework described above, many types of members are used, so the assembly work is complicated, and when it is necessary to extend the building horizontally, the construction is easy. Not.
(問題点を解況するための手段)
本発明はこのような問題点を解決するために提案された
建築物の骨組に係シ、1本の柱と、同柱の柱頭から1本
置きに交互に放射状に跳ね出された棟梁及び谷梁と、同
棟梁及び谷梁の各先端部を結ぶ部材とよりなり、前記棟
梁及び谷梁の各先端レベルは柱頭のレベルよりも高く、
且つ前記棟梁の先端レベルは前記谷梁の先端レベルより
も高く位置するように構成されたことによって、前記の
問題点を解決するものである。(Means for Solving the Problems) The present invention relates to the framework of a building proposed to solve these problems. Consisting of ridge beams and valley beams that are projected out in a radial manner alternately, and members connecting the tips of the ridge beams and valley beams, each tip level of the ridge beam and valley beam is higher than the level of the column capital,
Further, the above-mentioned problem is solved by arranging the tip level of the ridge beam to be located higher than the tip level of the valley beam.
(作用)
本発明においては前記したようK、1本の柱の柱頭よシ
、棟梁と谷梁とを交互に放射状に跳ね出させ、同棟梁及
び谷梁の先端部間を素材で結んで建築物の骨組を構成し
、前記各部材を屋根材で覆うことによって建築物を構成
するものである。(Function) As described above, in the present invention, K, the capital of one column, the ridge beam and the valley beam are made to protrude radially alternately, and the tips of the ridge beam and the valley beam are connected with a material. A building is constructed by constructing the frame of an object and covering each of the above-mentioned members with a roofing material.
この際前記棟梁及び谷梁の先端レベルが柱頭しはルよシ
高く位置し、且つまた棟梁の先端レイルが谷梁の先端レ
ベルよシ高く位置するので、前記各しはルの差が屋根架
構の水勾配となる。At this time, the tip level of the ridge beam and the valley beam is located higher than the column capital, and the tip rail of the ridge beam is also positioned higher than the tip level of the valley beam, so the difference between the rails of each of the above-mentioned rails is determined by the roof frame. The water gradient becomes .
また前記棟梁及び谷梁の使用数を調整することによって
、投影平面が4角形、6角形、8角形等の偶数角形の骨
組ユニットを構成しうるものであシ、同骨組ユニットを
連結することによって建築物の構格を平面的に延長する
ことができる。In addition, by adjusting the number of the ridge beams and valley beams used, it is possible to configure a frame unit whose projection plane is an even number of squares such as quadrangles, hexagons, and octagons, and by connecting the frame units. The structure of a building can be extended horizontally.
(発明の効果)
このように本発明によれば1本の柱と、棟梁及び谷梁と
、素材との4種類の部材を使用して、投影平面が偶数角
形の建造物の骨組を簡単に組立てることができ、同骨組
を連結することによって平面的に延長された建築物の骨
組が構成され、また前記したようK、棟梁及び谷梁の先
端レベルが柱頭レベルよシ高く、棟梁の先端レベルが谷
梁の先端レベルよシ高く位置するように構成されている
ので、これらのレベル差が屋根架構の水勾配となシ、雨
仕舞は骨組を支持する柱の中を翌樋として利用すること
によって、豊橋が表面に露出しなくなる。(Effect of the invention) According to the present invention, the framework of a building whose projection plane is an even number of squares can be easily constructed using four types of members: a single column, a ridge beam, a valley beam, and a material. It can be assembled, and by connecting the same frames, a frame of a building extended in plan is constructed, and as mentioned above, the tip level of the ridge beam and valley beam is higher than the column capital level, and the tip level of the ridge beam is higher than the column capital level. Since the roof is constructed so that it is located higher than the top level of the valley beam, the difference in level between these levels is the same as the water slope of the roof structure, and when it rains, the inside of the pillars supporting the frame can be used as a gutter. As a result, Toyohashi is no longer exposed on the surface.
更に前記棟梁と谷梁のライズを変化させることによって
、意匠的な対応、変化が可能となる。Furthermore, by changing the rise of the ridge beams and valley beams, it is possible to match and change the design.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
(1)は内部に豊橋(図示せず)が配設された柱で、柱
頭から1本置きに棟梁(2)及び谷梁(3)が放射状に
跳ね出され、棟梁(2)及び谷梁(3)の先端部間が素
材(4)で連結されるとともに、棟梁(2)及び谷梁(
3)の先端レベルh工、A2が柱頭レベルHよシ高く位
置し、且つ棟梁(2)の先端レベルル、が谷梁(3)の
先端レベルん2よシ高く位置するように構成し、前記各
部材上にシート、軽量屋根材等の屋根材を架設し、かく
して前記各部材の先端しはル差を屋根架構の水勾配とす
る建築物の骨組を構成する。(1) is a column with a Toyohashi (not shown) installed inside, and ridge beams (2) and valley beams (3) protrude radially every other column from the column capital. (3) are connected with the material (4), and the ridge beam (2) and the valley beam (
3) The tip level h, A2 is located higher than the column capital level H, and the tip level of the ridge beam (2) is located higher than the tip level 2 of the valley beam (3), A roofing material such as a sheet or a lightweight roofing material is erected on each member, thus constructing a building frame in which the difference between the ends of each member is the water slope of the roof structure.
なお第1図に示す実施例においては各3本の棟梁(2)
及び谷梁(3)が使用されAで示すように6角形の投影
平面形を有する骨組が構成されている。In addition, in the embodiment shown in Fig. 1, each of the three ridge beams (2)
and valley beams (3) are used to construct a frame having a hexagonal projected planar shape as shown by A.
なお前記棟梁(2)及び谷梁(3)の数を増減すること
によ)、投影平面が6角形の他に、正方形、8角形等、
偶数角形の骨組を構成しうるものであシ、同骨組をユニ
ットとし、同形の同ユニットを連結することによって、
平面的に延長された建築物の骨組を形成できる。By increasing or decreasing the number of the ridge beams (2) and valley beams (3), the projection plane can be square, octagonal, etc. in addition to hexagonal.
It is possible to construct an even-square frame, and by using the same frame as a unit and connecting the same units of the same shape,
It is possible to form the framework of a building that is extended in two dimensions.
第2図及び第3図は柱頭よ962本の棟梁(2)及び谷
梁(3)が交互に放射状に跳ねだされた正方形の投影平
面の骨組ユニットを連結して平面的に拡がシを持つ建築
物を組立てた場合を示し、第3図の部分(B)は屋根裏
面を示す。而して前記ユニットを連続させる場合、素材
(4)はもう一つの棟材を兼用する。Figures 2 and 3 show a structure in which 962 ridge beams (2) and valley beams (3) from the column capitals are connected in a square projection plane and expanded in a planar manner. Part (B) of Figure 3 shows the attic surface. When the units are made to be continuous, the material (4) also serves as another ridge material.
第4図及び第5図は柱頭よ964本の棟梁(2)及び谷
梁(3)が交互に放射状に跳ねだされた正方形の投影平
面の骨組ユニットを連結した場合を示し、図中前記実施
例と均等部分には同一符号が附されている。Figures 4 and 5 show a case in which a frame unit with a square projection plane in which 964 ridge beams (2) and valley beams (3) are projected radially alternately from the column capital is connected; Parts equivalent to the examples are given the same reference numerals.
第6図及び第7図は前記第1図に示す6角形の投影平面
の骨組ユニットを連結した場合を示し、図中前記各実施
例と均等部分には同一符号が附されている。6 and 7 show a case in which the frame units having a hexagonal projection plane shown in FIG. 1 are connected, and in the figures, parts equivalent to those of the above embodiments are given the same reference numerals.
第8図及び第9図は柱頭よ964本の棟梁(2)及び谷
梁(3)が交互に放射状に跳ねだされた8角形の骨組ユ
ニットを連結した場合を示し、(5)は相隣るユニット
の棟材(2)の先端部同志を結ぶ棟繋ぎ材で。Figures 8 and 9 show a case in which octagonal frame units are connected, with 964 ridge beams (2) and valley beams (3) extending radially from the column capitals, and (5) are adjacent to each other. A ridge connecting material that connects the tips of the ridge members (2) of the unit.
連続したユニットの間に形成される正方形空間の棟とな
るものである。This is a ridge of square space formed between consecutive units.
その他、図中前記各実施例と均等部分には同一符号が附
されている。In addition, the same reference numerals are given to the same parts in the drawings as in each of the above-mentioned embodiments.
このように前記実施例によれば、柱(1)、棟梁(2)
、谷梁(3)及び繋梁(4)の4種類の部材を使用して
、投影平面が偶数角形の建造物の骨組を簡単、迅速に組
立てることができ、また雨仕舞は骨組を支持する柱(1
)の中を翌樋として利用するため、翌樋が表面に露出し
ない。As described above, according to the embodiment, the pillar (1), the ridge beam (2)
Using four types of members: valley beams (3) and connecting beams (4), it is possible to easily and quickly assemble the frame of a building whose projected plane is an even square, and the rain cover supports the frame. Pillar (1
) is used as the next gutter, so the next gutter is not exposed to the surface.
また棟梁(2)と谷梁(3)のライズを変化させるとと
くよって、意匠的な対応、変化が可能となシ、また立体
的に幾何学模様が形成できるため、用途に応じたデザイ
ンに対応できる。In addition, by changing the rise of the ridge beam (2) and the valley beam (3), it is possible to adapt and change the design, and it is also possible to form three-dimensional geometric patterns, so you can create designs that suit the purpose. I can handle it.
本発明の骨組は敷地が整形できない個所に建てる平家の
建築物の骨組として好適である。The frame of the present invention is suitable as a frame for a Heike building built in a place where the site cannot be shaped.
第1図は本発明に係る建築物の骨組の一実施例を示す斜
面図、第2図、第4図、第6図及び第8図は夫々前記骨
組をユニットとして組合わせた建築物の各側を示す平面
図、第3図は第2図の矢視■−■図、第5図は第4図の
矢視v−v図、第7図は第6図の矢視■−■図、第9図
は第8図の矢視IX−IX図である。
(1)・・・柱、 (2)・・・棟梁、 (3)・
・・谷梁、(4)・・・型梁
代理人 弁理士 岡 本1重 文
外2名
第2図
第3図
第4図
第5図
第6図
第7図
第8図
第9図FIG. 1 is a perspective view showing one embodiment of the framework of a building according to the present invention, and FIGS. 3 is a plan view taken from the arrow ■-■ in FIG. 2, FIG. 5 is a v-v view taken from the arrow in FIG. 4, and FIG. 7 is a view taken from the arrow ■-■ in FIG. , FIG. 9 is a view taken along arrows IX-IX in FIG. (1)...Column, (2)...Main beam, (3)...
・・Taniyoshi, (4)・・・Patent attorney Ikushige Okamoto 2 people outside of the book Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9
Claims (1)
跳ね出された棟梁及び谷梁と、同棟梁及び谷梁の各先端
部を結ぶ部材とよりなり、前記棟梁及び谷梁の各先端レ
ベルは柱頭のレベルよりも高く、且つ前記棟梁の先端レ
ベルは前記谷梁の先端レベルよりも高く位置するように
構成されたことを特徴とする建築物の骨組。Consisting of one column, ridge beams and valley beams that project out alternately in a radial pattern from the capital of the same column, and a member that connects the tips of the ridge beams and valley beams, and the ridge beams and valley beams A building frame characterized in that each tip level of the ridge beam is higher than the level of the column capital, and the tip level of the ridge beam is located higher than the tip level of the valley beam.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26063986A JPS63118431A (en) | 1986-11-04 | 1986-11-04 | Skeletal of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26063986A JPS63118431A (en) | 1986-11-04 | 1986-11-04 | Skeletal of building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63118431A true JPS63118431A (en) | 1988-05-23 |
Family
ID=17350714
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26063986A Pending JPS63118431A (en) | 1986-11-04 | 1986-11-04 | Skeletal of building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63118431A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008527225A (en) * | 2005-01-19 | 2008-07-24 | クローズ・ジョイント−ストック・カンパニー・”ジーエスティー” | Pyramid type flexible element |
-
1986
- 1986-11-04 JP JP26063986A patent/JPS63118431A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008527225A (en) * | 2005-01-19 | 2008-07-24 | クローズ・ジョイント−ストック・カンパニー・”ジーエスティー” | Pyramid type flexible element |
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