JP2021155993A - Structure body and construction method of the same, and structure having structure body and construction method of the same - Google Patents

Structure body and construction method of the same, and structure having structure body and construction method of the same Download PDF

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JP2021155993A
JP2021155993A JP2020056532A JP2020056532A JP2021155993A JP 2021155993 A JP2021155993 A JP 2021155993A JP 2020056532 A JP2020056532 A JP 2020056532A JP 2020056532 A JP2020056532 A JP 2020056532A JP 2021155993 A JP2021155993 A JP 2021155993A
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trapezoidal plate
joining
corner portion
constructing
plate material
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JP7435140B2 (en
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陽司 山口
Yoji Yamaguchi
陽司 山口
渉 峰岸
Wataru Minegishi
渉 峰岸
夏美 廣▲瀬▼
Natsumi Hirose
夏美 廣▲瀬▼
翔馬 荻野
Shoma Ogino
翔馬 荻野
馨梨 古田
Kaori Furuta
馨梨 古田
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Obayashi Corp
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Obayashi Corp
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Abstract

To provide a construction structure using a plurality of plate materials, and to provide a construction method of the same.SOLUTION: A structure body comprises by a plurality of adjacent trapezoidal plate materials of the same shape being joined together. The trapezoidal plate material has a first side and a second side which are in parallel with each other and different in length, and a third side and a fourth side which are different in length. The structure body has a joint corner part (A) formed by joining the third sides of the adjacent trapezoidal plate materials together.SELECTED DRAWING: Figure 1

Description

本発明は、構造体及びその構築方法、並びに、構造体を有する構造物及びその構築方法に関する。 The present invention relates to a structure and a method for constructing the structure, and a structure having the structure and a method for constructing the structure.

従来から、複数の板材を用いて構築された建築構造物が知られている。例えば特許文献1では、形状の異なる複数の板材で構築された建築構造物が提案されている。 Conventionally, a building structure constructed by using a plurality of plate materials has been known. For example, Patent Document 1 proposes a building structure constructed of a plurality of plate materials having different shapes.

米国特許第4285174号明細書U.S. Pat. No. 4,285,174

しかし、特許文献1に記載の建築構造物を構築するためには、様々な形状の板材を作製しなければならない。そのため、歩留まりが低下し、コストが上昇するという問題があった。また、様々な形状の板材を接合するため、工程が複雑になるという問題があった。 However, in order to construct the building structure described in Patent Document 1, it is necessary to produce plate materials having various shapes. Therefore, there is a problem that the yield is lowered and the cost is raised. In addition, there is a problem that the process becomes complicated because plate materials having various shapes are joined.

そこで、本発明は、複数の板材を用いた建築構造物に関する技術であって、コストの上昇を抑制することができ、かつ、容易に構築することが可能な建築構造物に関する技術の提供を目的とする。 Therefore, an object of the present invention is to provide a technique related to a building structure using a plurality of plate materials, which can suppress an increase in cost and can be easily constructed. And.

本発明の第1の態様としての構造体は、互いに隣接する同一形状の台形板材が接合されてなる構造体であって、前記台形板材は、互いに平行かつ長さの異なる第1の辺及び第2の辺と、互いに長さの異なる第3の辺及び第4の辺とを有しており、前記構造体は、隣接する前記台形板材の前記第3の辺同士又は前記第4の辺同士が接合されてなる接合角部(A)を有する。 The structure as the first aspect of the present invention is a structure in which trapezoidal plate materials having the same shape adjacent to each other are joined, and the trapezoidal plate materials are parallel to each other and have different lengths. It has two sides and a third side and a fourth side having different lengths from each other, and the structure has the third side of the adjacent trapezoidal plate material or the fourth side of each other. Has a joint corner portion (A) formed by joining.

本発明の1つの実施態様として、前記台形板材は互いに着脱可能に接合されている。 As one embodiment of the present invention, the trapezoidal plate members are detachably joined to each other.

本発明の1つの実施形態として、前記台形板材は、2つの台形板材片の積層体であり、第1の前記台形板材片と第2の前記台形板材片との間に空隙部を有する。 As one embodiment of the present invention, the trapezoidal plate material is a laminate of two trapezoidal plate material pieces, and has a gap between the first trapezoidal plate material piece and the second trapezoidal plate material piece.

本発明の1つの実施形態として、前記空隙部に断熱材を備える。 As one embodiment of the present invention, a heat insulating material is provided in the gap portion.

本発明の第1の態様としての構造物は、互いに隣接する同一形状の複数の構造体が接合されてなる構造物であって、前記構造体は、上述したいずれかの構造体であり、前記構造物は、隣接する前記構造体の前記第3の辺同士又は前記第4の辺同士が接合されてなる接合角部(B)を有し、前記接合角部(A)及び前記接合角部(B)は、前記構造物の一方の板面において交互に繰り返されている。 The structure as the first aspect of the present invention is a structure in which a plurality of structures having the same shape adjacent to each other are joined, and the structure is any of the above-mentioned structures. The structure has a joint corner portion (B) formed by joining the third sides or the fourth sides of the adjacent structure to each other, and the joint corner portion (A) and the joint corner portion. (B) is repeated alternately on one plate surface of the structure.

本発明の1つの実施形態として、前記複数の構造体は環状に接合されている。 As one embodiment of the present invention, the plurality of structures are joined in an annular shape.

本発明の1つの実施形態として、前記接合角部(A)及び/又は前記接合角部(B)を拘束する拘束材を有する。 As one embodiment of the present invention, there is a restraining material that restrains the joint corner portion (A) and / or the joint corner portion (B).

本発明の1つの実施形態として、前記拘束材は、前記構造物の上縁又は下縁を連結する水平材を含む。 In one embodiment of the invention, the restraint includes a horizontal member connecting the upper or lower edges of the structure.

本発明の第1の態様としての構造体の構築方法は、互いに隣接する同一形状の台形板材が接合されてなる構造体の構築方法であって、1枚の矩形形状の板基材を、短手方向を横切る方向に2箇所で切断して、互いに平行かつ長さの異なる第1の辺及び第2の辺と、互いに長さの異なる第3の辺及び第4の辺とを有する第1の前記台形板材と、前記第3の辺又は前記第4の辺を斜辺とする直角三角形板片と、前記第3の辺又は前記第4の辺を有する台形板基材とを得る切断工程と、前記直角三角形板片と前記台形板基材とを接合して、第2の前記台形板材を得る板材形成工程と、前記台形板材の前記第3の辺同士又は前記第4の辺同士を接合して接合角部(A)を形成する接合角部(A)形成工程とを含む。 The method for constructing a structure as the first aspect of the present invention is a method for constructing a structure in which trapezoidal plate members having the same shape adjacent to each other are joined to each other, and a single rectangular plate base material is shortened. A first side that is cut at two points in a direction that crosses the hand direction and has a first side and a second side that are parallel to each other and have different lengths, and a third side and a fourth side that are different in length from each other. A cutting step of obtaining the trapezoidal plate material, a right-angled triangular plate piece having the third side or the fourth side as an oblique side, and a trapezoidal plate base material having the third side or the fourth side. , The plate material forming step of joining the right-angled triangular plate piece and the trapezoidal plate base material to obtain the second trapezoidal plate material, and joining the third sides or the fourth sides of the trapezoidal plate material to each other. This includes a step of forming the joint corner portion (A) to form the joint corner portion (A).

本発明の第1の態様としての構造物の構築方法は、互いに隣接する同一形状の複数の構造体が接合されてなる構造物の構築方法であって、上述した方法により構造体を構築する構造体構築工程と、前記構造体の前記第3の辺同士又は前記第4の辺同士を接合して接合角部(B)を形成する接合角部(B)形成工程とを含む。 The method for constructing a structure as the first aspect of the present invention is a method for constructing a structure in which a plurality of structures having the same shape adjacent to each other are joined, and the structure is constructed by the above-described method. The body construction step includes a joining angle portion (B) forming step of joining the third sides or the fourth sides of the structure to form a joining corner portion (B).

本発明の1つの実施形態として、上述した構造物の構築方法は、前記構造体を環状に接合する環状接合工程と、複数の前記構造物を高さ方向に交互に天地を逆にして積層する積層工程とを含む。 As one embodiment of the present invention, the above-mentioned method for constructing a structure includes an annular joining step of joining the structures in an annular shape and stacking a plurality of the structures alternately in the height direction with the top and bottom reversed. Includes laminating process.

本発明によれば、コストの上昇を抑制することができ、かつ、容易に構築することが可能である構造体及びその構築方法と、構造体を有する構造物及びその構築方法を提供することができる。 According to the present invention, it is possible to provide a structure and a method for constructing the same, and a structure having the structure and a method for constructing the structure, which can suppress an increase in cost and can be easily constructed. can.

本発明の第1の実施形態に係る構造体の外観形状を概略的に示す斜視図である。It is a perspective view which shows schematic | appearance shape of the structure which concerns on 1st Embodiment of this invention. 図1に示す構造体の一部である台形板材を示す拡大正面図である。It is an enlarged front view which shows the trapezoidal plate material which is a part of the structure shown in FIG. 図1に示す構造体の拡大分解斜視図である。FIG. 5 is an enlarged exploded perspective view of the structure shown in FIG. 本発明の第1の実施形態に係る構造体の構築方法を説明する説明図である。It is explanatory drawing explaining the construction method of the structure which concerns on 1st Embodiment of this invention. 本発明の第2の実施形態に係る構造体の一部である台形板材を示す正面図である。It is a front view which shows the trapezoidal plate material which is a part of the structure which concerns on 2nd Embodiment of this invention. 図5Aに示すA−A線断面図である。FIG. 5A is a cross-sectional view taken along the line AA shown in FIG. 5A. 本発明の第1の実施形態に係る構造物の外観形状を概略的に示す斜視図である。It is a perspective view which shows schematic | appearance shape of the structure which concerns on 1st Embodiment of this invention. 図6に示す構造物の上縁のみを示す平面図である。It is a top view which shows only the upper edge of the structure shown in FIG. 本発明の第1の実施形態に係る構造物の構築方法を説明する説明図である。It is explanatory drawing explaining the construction method of the structure which concerns on 1st Embodiment of this invention. 本発明の第1の実施形態に係る、台形板材の形状を決定する方法の一例を説明する説明図である。It is explanatory drawing explaining an example of the method of determining the shape of the trapezoidal plate material which concerns on 1st Embodiment of this invention. 本発明の第1の実施形態の変形例に係る構造物の外観形状を概略的に示す斜視図である。It is a perspective view which shows schematic the appearance shape of the structure which concerns on the modification of 1st Embodiment of this invention. 本発明の第2の実施形態に係る構造物の一部を分解して示す拡大斜視図である。It is an enlarged perspective view which shows by disassembling a part of the structure which concerns on 2nd Embodiment of this invention. 本発明の第3の実施形態に係る構造物の外観形状を概略的に示す斜視図である。It is a perspective view which shows schematic | appearance shape of the structure which concerns on 3rd Embodiment of this invention. 図12に示す構造物の構築方法を説明する説明図である。It is explanatory drawing explaining the construction method of the structure shown in FIG.

以下、本発明の構造体及びその構築方法、並びに、構造体を有する構造物及びその構築方法について、図面を用いて順に説明する。なお、以下で説明する各図において、共通する部材・部位には同一の符号を付している。 Hereinafter, the structure of the present invention and its construction method, and the structure having the structure and its construction method will be described in order with reference to the drawings. In each of the figures described below, the same reference numerals are given to common members / parts.

―構造体―
はじめに、本発明の第1の実施形態に係る構造体について、図1〜図3を参照して説明する。
-Structure-
First, the structure according to the first embodiment of the present invention will be described with reference to FIGS. 1 to 3.

(第1の実施形態)
図1は、本発明の第1の実施形態に係る構造体の外観形状を概略的に示す斜視図である。図2は、図1に示す構造体の一部である台形板材を示す拡大正面図である。図3は、図1に示す構造体の拡大分解斜視図である。
(First Embodiment)
FIG. 1 is a perspective view schematically showing an external shape of a structure according to a first embodiment of the present invention. FIG. 2 is an enlarged front view showing a trapezoidal plate material which is a part of the structure shown in FIG. FIG. 3 is an enlarged exploded perspective view of the structure shown in FIG.

これらの図に示すように、構造体55は、互いに隣接する同一形状の台形板材10が接合されてなる構成を有している。 As shown in these figures, the structure 55 has a structure in which trapezoidal plate members 10 having the same shape adjacent to each other are joined.

<台形板材>
そして、構造体55を構成する台形板材10は、図2に示すように、台形の板面を有する板材であり、互いに平行かつ長さの異なる第1の辺11及び第2の辺12と、互いに長さの異なる第3の辺13及び第4の辺14とを有している。
<Trapezoid plate material>
As shown in FIG. 2, the trapezoidal plate material 10 constituting the structure 55 is a plate material having a trapezoidal plate surface, and the first side 11 and the second side 12 which are parallel to each other and have different lengths. It has a third side 13 and a fourth side 14 having different lengths from each other.

ここで、第1の辺11及び第2の辺12は、少なくとも互いに平行であり、かつ、互いに長さが異なっていれば特に限定されないが、第1の辺11及び第2の辺12それぞれの長さは、通常は0.5m以上3m以下であり、構造体55の安定性の観点からは、2.5m以下であることが好ましく、2m以下であることがより好ましい。 Here, the first side 11 and the second side 12 are not particularly limited as long as they are at least parallel to each other and have different lengths from each other, but the first side 11 and the second side 12 respectively. The length is usually 0.5 m or more and 3 m or less, and from the viewpoint of stability of the structure 55, it is preferably 2.5 m or less, and more preferably 2 m or less.

また、第1の辺11の長さに対する第2の辺12の長さの比は、特に限定されないが、通常は1を超え5以下であり、構造体55の安定性を向上させる観点からは、3以下であることが好ましい。 The ratio of the length of the second side 12 to the length of the first side 11 is not particularly limited, but is usually more than 1 and 5 or less, from the viewpoint of improving the stability of the structure 55. It is preferably 3 or less.

そして、第3の辺13及び第4の辺14は、少なくとも互いに長さが異なっていれば特に限定されないが、第3の辺13及び第4の辺14それぞれの長さは、通常は0.5m以上3m以下であり、構造体55の安定性をより向上させる観点からは、2.5m以下であることが好ましく、2m以下であることがより好ましい。 The third side 13 and the fourth side 14 are not particularly limited as long as they have at least different lengths from each other, but the lengths of the third side 13 and the fourth side 14 are usually 0. It is 5 m or more and 3 m or less, and from the viewpoint of further improving the stability of the structure 55, it is preferably 2.5 m or less, and more preferably 2 m or less.

さらに、第3の辺13の長さに対する第4の辺14の長さの比は、特に限定されないが、通常は1を超え5以下であり、構造体55の安定性を更に向上させる観点からは、3以下であることが好ましい。 Further, the ratio of the length of the fourth side 14 to the length of the third side 13 is not particularly limited, but is usually more than 1 and 5 or less, from the viewpoint of further improving the stability of the structure 55. Is preferably 3 or less.

また、台形板材10の高さは、特に限定されず、例えば、構造体55のサイズなどに合わせて適宜設定すればよいが、運搬性の観点からは、2.5m以下であることが好ましい。 The height of the trapezoidal plate member 10 is not particularly limited and may be appropriately set according to the size of the structure 55 or the like, but is preferably 2.5 m or less from the viewpoint of transportability.

さらに、台形板材10において、第4の辺14と第2の辺12とに挟まれてなる角度を角度(α)とすると、角度(α)は、通常は0°を超え90°未満である。また、台形板材10において、第3の辺13と第2の辺12とに挟まれてなる角度を角度(β)とすると、角度(β)は、通常は90°を超え180°未満である。 Further, in the trapezoidal plate material 10, if the angle formed between the fourth side 14 and the second side 12 is an angle (α), the angle (α) is usually more than 0 ° and less than 90 °. .. Further, in the trapezoidal plate material 10, if the angle formed between the third side 13 and the second side 12 is an angle (β), the angle (β) is usually more than 90 ° and less than 180 °. ..

ここで、台形板材10の材質は、特に限定されず、台形板材10の材質として、例えば、CLT(Cross Laminated Timber)などの木質材、コンクリート材、ガラス材、AW(アルミカーテンウォール)などのサッシ枠材などが挙げられる。そして、構造体55を解体した後での台形板材10の汎用性を向上させる観点からは、台形板材10の材質としてCLTを用いることが好ましい。なお、構造体55を構成する台形板材10は、すべて同一の材質で構成されていてもよく、互いに異なる材質で構成されていてもよい。 Here, the material of the trapezoidal plate material 10 is not particularly limited, and examples of the material of the trapezoidal plate material 10 include wood materials such as CLT (Cross Laminated Timber), concrete materials, glass materials, and sashes such as AW (aluminum curtain wall). Examples include frame materials. From the viewpoint of improving the versatility of the trapezoidal plate material 10 after disassembling the structure 55, it is preferable to use CLT as the material of the trapezoidal plate material 10. The trapezoidal plate members 10 constituting the structure 55 may all be made of the same material, or may be made of different materials from each other.

そして、構造体55は、上述した台形板材10の第3の辺13同士を接合してなる接合角部(A)30を有している。ここで、接合角部(A)における接合角度(A)、すなわち、隣接する2つの台形板材10の板面がなす角度は、2つの台形板材10の板面が同一面上になければ特に限定されない。 The structure 55 has a joint corner portion (A) 30 formed by joining the third sides 13 of the trapezoidal plate member 10 described above. Here, the joining angle (A) at the joining angle portion (A), that is, the angle formed by the plate surfaces of the two adjacent trapezoidal plate members 10 is particularly limited unless the plate surfaces of the two trapezoidal plate members 10 are on the same surface. Not done.

また、台形板材10同士は公知の方法によって接合されていればよいが、好ましくは、着脱可能に接合されていることである。これにより、構造体55を解体した後に台形板材10を再利用しやすくなる。 Further, the trapezoidal plate members 10 may be joined by a known method, but preferably they are detachably joined. This makes it easier to reuse the trapezoidal plate member 10 after disassembling the structure 55.

なお、構造体55の用途は、特に限定されず、例えば、住宅用建築物及び商業用建築物などの各種建築構造物における屋根部材として用いることができる。さらには、例えば、後述する本発明の構造物を構成する部材として好適に用いることができる。 The use of the structure 55 is not particularly limited, and it can be used as a roof member in various building structures such as residential buildings and commercial buildings, for example. Further, for example, it can be suitably used as a member constituting the structure of the present invention described later.

また、本実施形態では、隣接する台形板材の第3の辺同士が接合されてなる構造体について説明したが、本発明の構造体はこれに限定されず、隣接する台形板材の第4の辺同士が接合されてなる構造体であってもよい。 Further, in the present embodiment, a structure in which the third sides of adjacent trapezoidal plate materials are joined to each other has been described, but the structure of the present invention is not limited to this, and the fourth side of the adjacent trapezoidal plate material is not limited to this. It may be a structure in which they are joined to each other.

そして、構造体55の構築方法は特に限定されないが、例えば、以下に説明する構造体の構築方法によれば、構造体55を効率的かつ経済的に構築することができる。 The method for constructing the structure 55 is not particularly limited, but for example, according to the method for constructing the structure described below, the structure 55 can be constructed efficiently and economically.

―構造体の構築方法―
本発明の第1の実施形態に係る構造体の構築方法について、さらに図4を加えて説明する。図4は、本発明の第1の実施形態に係る構造物の構築方法を説明する説明図である。
-How to build a structure-
The method for constructing the structure according to the first embodiment of the present invention will be further described with reference to FIG. FIG. 4 is an explanatory diagram illustrating a method for constructing a structure according to the first embodiment of the present invention.

本実施形態に係る構造体の構築方法は、構造体55(図1参照)の構築方法であって、(1)切断工程と、(2)板材形成工程と、(3)接合角部(A)形成工程とを含む。以下、各工程について詳細に説明する。 The method for constructing the structure according to the present embodiment is the method for constructing the structure 55 (see FIG. 1), which includes (1) a cutting step, (2) a plate material forming step, and (3) a joint corner portion (A). ) Including the forming step. Hereinafter, each step will be described in detail.

<(1)切断工程>
はじめに、切断工程において、図4の(1)に示すように、1枚の矩形形状の板基材50を、短手方向を横切る方向に2箇所で切断する。これにより、互いに平行かつ長さの異なる第1の辺11及び第2の辺12と、互いに長さの異なる第3の辺13及び第4の辺14とを有する第1の台形板材10と、第3の辺13を斜辺とする直角三角形板片51と、第4の辺14を有する台形板基材52とを得る。ここで、板基材50を切断する方法は特に限定されず、用いる板基材50の材質に応じて適宜選択すればよい。
<(1) Cutting process>
First, in the cutting step, as shown in FIG. 4 (1), one rectangular plate base material 50 is cut at two points in a direction crossing the lateral direction. As a result, the first trapezoidal plate material 10 having the first side 11 and the second side 12 which are parallel to each other and different in length, and the third side 13 and the fourth side 14 which are different in length from each other. A right triangle plate piece 51 having a third side 13 as an oblique side and a trapezoidal plate base material 52 having a fourth side 14 are obtained. Here, the method for cutting the plate base material 50 is not particularly limited, and may be appropriately selected depending on the material of the plate base material 50 to be used.

<(2)板材形成工程>
次に、板材形成工程において、図4の(2)に示すように、上記(1)の工程で得られた直角三角形板片51と、台形板基材52とを接合する。これにより、第2の台形板材10を得る。
<(2) Plate material forming process>
Next, in the plate material forming step, as shown in FIG. 4 (2), the right triangle plate piece 51 obtained in the step (1) above and the trapezoidal plate base material 52 are joined. As a result, the second trapezoidal plate material 10 is obtained.

<(3)接合角部(A)形成工程>
それから、接合角部(A)形成工程において、図4の(3)に示すように、上記(2)の工程で得られた第1の台形板材10及び第2の台形板材10を第3の辺13同士で接合し、接合角部(A)30を形成する。
<(3) Joining corner (A) forming step>
Then, in the joining angle portion (A) forming step, as shown in (3) of FIG. 4, the first trapezoidal plate material 10 and the second trapezoidal plate material 10 obtained in the above step (2) are used as a third. The sides 13 are joined to each other to form a joint corner portion (A) 30.

本実施形態に係る構造体の構築方法によれば、構造体55を容易に構築することができるとともに、例えば、構造体55を解体後、台形板材10を上述した矩形形状の板基材50に再構築することで、台形板材10を転用することができる。また、本実施形態に係る構造体の構築方法によれば、1枚の矩形形状の板基材50から2つの台形板材10を得る際に板基材50のロスが生じないため、経済的である。 According to the method for constructing a structure according to the present embodiment, the structure 55 can be easily constructed, and for example, after the structure 55 is disassembled, the trapezoidal plate material 10 is used on the rectangular plate base material 50 described above. By reconstructing, the trapezoidal plate material 10 can be diverted. Further, according to the method for constructing the structure according to the present embodiment, it is economical because the plate base material 50 is not lost when two trapezoidal plate materials 10 are obtained from one rectangular plate base material 50. be.

なお、本実施形態では、台形板材の第3の辺同士を接合して接合角部(A)を形成する構造体の構築方法について説明したが、本発明に係る構造体の構築方法はこれに限定されず、台形板材の第4の辺同士を接合してもよい。 In the present embodiment, a method of constructing a structure in which the third sides of the trapezoidal plate material are joined to form a joint corner portion (A) has been described, but the method of constructing the structure according to the present invention is described in this method. The fourth side of the trapezoidal plate material may be joined to each other without limitation.

(第2の実施形態)
続いて、本発明の第2の実施形態に係る構造体について、図5A及び5Bを参照して説明する。図5Aは、本発明の第2の実施形態に係る構造体の一部である台形板材を示す正面図である。図5Bは、図5Aに示すA−A線断面図である。
(Second Embodiment)
Subsequently, the structure according to the second embodiment of the present invention will be described with reference to FIGS. 5A and 5B. FIG. 5A is a front view showing a trapezoidal plate material which is a part of the structure according to the second embodiment of the present invention. FIG. 5B is a cross-sectional view taken along the line AA shown in FIG. 5A.

本実施形態に係る構造体(図示せず)は、第1の実施形態で用いた台形板材10(図1などを参照)に替えて、図5A及び図5Bに示すように、台形板材90を用いて構築されていること以外は、第1の実施形態で示した構造体55(図1参照)と同様の構成を有する。 The structure (not shown) according to the present embodiment replaces the trapezoidal plate material 10 (see FIG. 1 and the like) used in the first embodiment with the trapezoidal plate material 90 as shown in FIGS. 5A and 5B. It has the same configuration as the structure 55 (see FIG. 1) shown in the first embodiment, except that it is constructed using.

ここで、台形板材90は、同一形状の2つの台形板材片90a,90bを積層してなる積層体である。そして、台形板材片90aと90bとの間には、通気可能な空隙部91が形成されており、空隙部91には、断熱材92が設けられている。 Here, the trapezoidal plate material 90 is a laminated body formed by laminating two trapezoidal plate material pieces 90a and 90b having the same shape. A ventilable gap 91 is formed between the trapezoidal plate material pieces 90a and 90b, and a heat insulating material 92 is provided in the gap 91.

このような台形板材90を用いて構築された構造体とすれば、通気性に優れるとともに、断熱性を備えた構造体とすることができる。 If the structure is constructed by using such a trapezoidal plate member 90, it can be a structure having excellent breathability and heat insulating properties.

なお、本実施形態では、空隙部に断熱材を設けた構成として説明したが、断熱材を設けない構成としてもよい。また、空隙部には、断熱材に替えて、他の部材を設けてもよい。 In addition, although the present embodiment has been described as a configuration in which a heat insulating material is provided in the gap portion, a configuration in which the heat insulating material is not provided may be used. Further, in the gap portion, another member may be provided instead of the heat insulating material.

―構造物―
(第1の実施形態)
次に、本発明に係る構造物の第1の実施形態について、図6及び図7を参照して説明する。図6は、本発明の第1の実施形態に係る構造物の外観形状を概略的に示す斜視図である。図7は、図6に示す構造物の上縁のみを示す平面図である。
-Structure-
(First Embodiment)
Next, the first embodiment of the structure according to the present invention will be described with reference to FIGS. 6 and 7. FIG. 6 is a perspective view schematically showing the external shape of the structure according to the first embodiment of the present invention. FIG. 7 is a plan view showing only the upper edge of the structure shown in FIG.

本実施形態に係る構造物100は、複数の構造体55が環状に接合されてなる構造物である。なお、構造体55は、図1などに示したものと同様であるため、ここでの説明は省略する。そして、構造物100は、隣接する構造体55の第4の辺14(図2参照)同士が接合されてなる接合角部(B)40を有しており、接合角部(A)30及び接合角部(B)40は、構造物100の一方の板面において交互に繰り返されている。これにより、構造物100は、外面に凹凸形状を有している。そして、構造物100が有する凹凸形状は、同一形状の複数の台形板材10で構築されているため、歩留まりが良く、コストの上昇が抑えられたものとなっている。 The structure 100 according to the present embodiment is a structure in which a plurality of structures 55 are joined in an annular shape. Since the structure 55 is the same as that shown in FIG. 1 and the like, the description thereof is omitted here. The structure 100 has a joint corner portion (B) 40 formed by joining the fourth sides 14 (see FIG. 2) of adjacent structures 55 to each other, and the joint corner portion (A) 30 and the joint corner portion (A) 30. The joint corner portions (B) 40 are alternately repeated on one plate surface of the structure 100. As a result, the structure 100 has an uneven shape on the outer surface. Since the uneven shape of the structure 100 is constructed of a plurality of trapezoidal plate members 10 having the same shape, the yield is good and the cost increase is suppressed.

ここで、接合角部(B)における接合角度(B)、すなわち、隣接する構造体55において台形板材10の板面がなす角度は、2つの台形板材10の板面が同一面上になければ特に限定されず、構造物100の形状などに応じて適宜設定すればよい。また、構造物100を構成する各台形板材10は、構造物100の底面に対して所定の傾斜角度を有するが、後述するように複数の構造物100を積層する場合には、安定性の観点から、構造物100の底面に対する台形板材10の傾斜角度は、45°以上であることが好ましい。 Here, the joining angle (B) at the joining angle portion (B), that is, the angle formed by the plate surfaces of the trapezoidal plate members 10 in the adjacent structures 55, must be on the same surface of the two trapezoidal plate members 10. It is not particularly limited, and may be appropriately set according to the shape of the structure 100 and the like. Further, each trapezoidal plate member 10 constituting the structure 100 has a predetermined inclination angle with respect to the bottom surface of the structure 100, but when a plurality of structures 100 are laminated as described later, the viewpoint of stability is obtained. Therefore, the inclination angle of the trapezoidal plate member 10 with respect to the bottom surface of the structure 100 is preferably 45 ° or more.

なお、構造物100の構築方法は特に限定されないが、例えば、以下に説明する構造物の構築方法によれば、構造物100を効率的かつ経済的に構築することができる。 The method for constructing the structure 100 is not particularly limited, but for example, according to the method for constructing the structure described below, the structure 100 can be constructed efficiently and economically.

―構造物の構築方法―
本発明の第1の実施形態に係る構造物の構築方法について、さらに図8を加えて説明する。図8は、本発明の第1の実施形態に係る構造物の構築方法を説明する説明図である。
-How to build a structure-
The method for constructing the structure according to the first embodiment of the present invention will be further described with reference to FIG. FIG. 8 is an explanatory diagram illustrating a method for constructing a structure according to the first embodiment of the present invention.

本実施形態に係る構造物の構築方法は、構造物100(図6参照)の構築方法であって、構造体を構築する構造体構築工程としての(1)切断工程、(2)板材形成工程及び(3)接合角部(A)形成工程と、(4)接合角部(B)形成工程とを含む。ここで、(1)切断工程、(2)板材形成工程、及び(3)接合角部(A)形成工程は、上述した構造体の構築方法で説明した各工程と同様であるので、以下では、(4)接合角部(B)形成工程について説明し、(1)〜(3)の各工程の説明は繰り返さない。 The structure construction method according to the present embodiment is a construction method of the structure 100 (see FIG. 6), and is a (1) cutting step and (2) plate material forming step as a structure construction step for constructing the structure. And (3) a joint corner portion (A) forming step and (4) a joint corner portion (B) forming step are included. Here, the (1) cutting step, (2) plate material forming step, and (3) joining angle portion (A) forming step are the same as each step described in the above-described structure construction method. , (4) The step of forming the joint corner portion (B) will be described, and the description of each step of (1) to (3) will not be repeated.

<(4)接合角部(B)形成工程>
接合角部(B)形成工程では、図8の(4)に示すように、(3)接合角部(A)形成工程で得られた2つの構造体55を第4の辺14同士で接合して、接合角部(B)40を形成する。なお、接合角部(B)形成工程は、所望の構造物に必要な数の接合角部(B)が形成されるまで繰り返す。
<(4) Joining corner (B) forming step>
In the joining angle portion (B) forming step, as shown in (4) of FIG. 8, the two structures 55 obtained in the (3) joining corner portion (A) forming step are joined by the fourth side 14 to each other. Then, the joint corner portion (B) 40 is formed. The step of forming the joint corners (B) is repeated until a necessary number of joint corners (B) are formed in the desired structure.

また、上記(1)の工程で形成する台形板材10の形状は、例えば次の方法により決定することができる。 Further, the shape of the trapezoidal plate member 10 formed in the step (1) above can be determined by, for example, the following method.

<<台形板材の形状の決定方法>>
図9は、本発明の第1の実施形態に係る、台形板材の形状を決定する方法の一例を説明する説明図である。
<< Method of determining the shape of trapezoidal plate material >>
FIG. 9 is an explanatory diagram illustrating an example of a method for determining the shape of a trapezoidal plate material according to the first embodiment of the present invention.

はじめに、図9の(a)に示すように、所望の構造物(図示せず)を平面視したときの構造物の中心(O)を決定する。そして、中心(O)を円の中心とし、構造物に外接する円(C)と、中心(O)を円の中心とし、構造物に内接する円(C)とを作成する。さらに、中心(O)を通り、円(C)及び(C)それぞれを6等分する線(L〜L)を引く。 First, as shown in FIG. 9A, the center (O) of the desired structure (not shown) is determined in a plan view. Then, a circle (C 1 ) circumscribing the structure with the center (O) as the center of the circle and a circle (C 2 ) inscribed in the structure with the center (O) as the center of the circle are created. Further, a line (L 1 to L 6 ) that passes through the center (O) and divides each of the circles (C 1 ) and (C 2 ) into six equal parts is drawn.

次に、図9の(b)に示すように、円(C)の接線(T)と、円(C)の接線(T)とを引く。そして、線(L)と接線(T)との交点を点(P)、線(L)と接線(L)との交点を点(P)とする。さらに、点(P)と点(P)とを結ぶ線(la)を引く。また、線(la)を中心線とし、線(la)と平行な線(lb)及び線(lc)を引く。 Next, as shown in (b) of FIG. 9, the circle and the tangent (T 1) of the (C 1), catching the tangent of the circle (C 2) (T 2) . Then, a line (L 1) and the tangent (T 1) the intersection of a point (P 1), a radiation point of intersection of the (L 6) and the tangential line (L 6) (P 2) . Further, a line (la) connecting the points (P 1 ) and the points (P 2) is drawn. Further, the line (la) is set as the center line, and a line (lb) and a line (lc) parallel to the line (la) are drawn.

それから、図9の(c)に示すように、接線(T)と線(lb)との交点を点(Pb1)、接線(T)と線(lb)との交点を点(Pb2)、接線(T)と線(lc)との交点を点(Pc1)、接線(T)と線(lc)との交点を点(Pc2)とする。 Then, as shown in FIG. 9 (c), the intersection of the tangent (T 1 ) and the line (lb) is the point (P b 1 ), and the intersection of the tangent (T 2 ) and the line (lb) is the point (P). b2 ), the intersection of the tangent line (T 1 ) and the line (lc) is defined as a point (P c1 ), and the intersection of the tangent line (T 2 ) and the line (lc) is defined as a point (P c2 ).

これにより、図9の(d)に示すように、点(Pb1)、(Pb2)、(Pc2)、(Pc1)を頂点とする台形が得られる。そして、この台形における点(Pb1)と点(Pb2)との距離、および、点(Pc1)と点(Pc2)との距離から、それぞれ、台形板材の第1の辺の長さ、及び、台形板材の第2の辺の長さを決定することができる。 As a result, as shown in FIG. 9D , a trapezoid having points (P b1 ), (P b2 ), (P c2 ), and (P c1 ) as vertices can be obtained. Then, from the distance between the point (P b1 ) and the point (P b2 ) in this trapezoid and the distance between the point (P c1 ) and the point (P c2 ), the length of the first side of the trapezoidal plate material, respectively. , And the length of the second side of the trapezoidal plate material can be determined.

さらに、図9の(a)〜(d)の操作を繰り返して、図9の(e)に示すように台形が6つ配置された図を作成する。また、図9の(f)に示すように、図9の(e)に示した図を反転した図を作成する。それから、図6の(e)の図と(f)の図とを組み合わせることで、図9の(g)に示す図を得る。そして、得られた図9の(g)の図に基づいて、所望の構造物における台形板材の第1の辺及び第2の辺の配置位置を決定することができる。そして、任意の台形板材の高さを設定することで、台形板材全体の形状を決定することができる。 Further, the operations of FIGS. 9A to 9D are repeated to create a diagram in which six trapezoids are arranged as shown in FIG. 9E. Further, as shown in FIG. 9 (f), an inverted view of the figure shown in FIG. 9 (e) is created. Then, by combining the figure (e) of FIG. 6 and the figure (f), the figure shown in (g) of FIG. 9 is obtained. Then, based on the obtained figure of FIG. 9 (g), the arrangement positions of the first side and the second side of the trapezoidal plate material in the desired structure can be determined. Then, by setting the height of an arbitrary trapezoidal plate material, the shape of the entire trapezoidal plate material can be determined.

なお、本発明の構造物は、図6などに示した形状に限定されず、例えば、次の変形例に示す構成としてもよい。 The structure of the present invention is not limited to the shape shown in FIG. 6 and the like, and may have the configuration shown in the following modification, for example.

(変形例)
図10は、本発明の第1の実施形態の変形例に係る構造物の外観形状を概略的に示す斜視図である。図10に示す構造物71は、構造物100(図6参照)に用いた台形板材の形状、大きさ及び数を異ならせるとともに、接合角部(A)及び接合角部(B)の数を変更することで得られる構造物である。
(Modification example)
FIG. 10 is a perspective view schematically showing an external shape of a structure according to a modified example of the first embodiment of the present invention. The structure 71 shown in FIG. 10 has different shapes, sizes, and numbers of trapezoidal plate materials used for the structure 100 (see FIG. 6), and has different numbers of joint corners (A) and joint corners (B). It is a structure obtained by changing it.

このように、本実施形態に係る構造物及びその構築方法によれば、用いる台形板材の形状、大きさ及び数、並びに、接合角部(A)及び接合角部(B)の数を任意に設定することで、構造物の外面に様々な凹凸形状を設けることができるため、デザインの幅が広がる。 As described above, according to the structure and the construction method thereof according to the present embodiment, the shape, size and number of the trapezoidal plate materials to be used, and the number of joint corners (A) and joint corners (B) can be arbitrarily set. By setting, various uneven shapes can be provided on the outer surface of the structure, so that the range of design is widened.

本実施形態に係る構造物の用途は、特に限定されず、例えば、住宅用建築物及び商業用建築物などの建築構造物の壁などとして用いることができる。 The use of the structure according to the present embodiment is not particularly limited, and for example, it can be used as a wall of a building structure such as a residential building and a commercial building.

なお、本実施形態では、図6に示すように複数の構造体55が環状に接合されてなる構造物について説明したが、本発明に係る構造物は、少なくとも上述した接合角部(A)及び接合角部(B)が構造物の一方の板面において交互に繰り返されていればよい。したがって、本発明に係る構造物は、複数の構造体がライン状に接合されたものであってもよい。また、本発明に係る構造物が環状の構造物である場合、当該構造物の使用形態は図6に示す形態に限定されず、例えば、図6に示す構造物を90°回転させて使用してもよい。 In the present embodiment, as shown in FIG. 6, a structure in which a plurality of structures 55 are joined in an annular shape has been described, but the structure according to the present invention includes at least the above-mentioned joint corner portion (A) and the above-mentioned joint corner portion (A). The joint corner portions (B) may be alternately repeated on one plate surface of the structure. Therefore, the structure according to the present invention may be a structure in which a plurality of structures are joined in a line shape. Further, when the structure according to the present invention is an annular structure, the usage form of the structure is not limited to the form shown in FIG. 6, and for example, the structure shown in FIG. 6 is rotated by 90 ° and used. You may.

また、本実施形態では、構造体の第4の辺同士を接合して接合角部(B)を形成する構造物の構築方法について説明したが、本発明に係る構造物の構築方法はこれに限定されず、台形板材の第4辺同士を接合してなる構造体を用いた場合には、構造体の第3辺同士を接合して接合角部(B)を形成してもよい。 Further, in the present embodiment, a method for constructing a structure in which the fourth sides of the structure are joined to form a joint corner portion (B) has been described, but the method for constructing the structure according to the present invention is described in this method. Not limited to this, when a structure formed by joining the fourth sides of the trapezoidal plate material to each other is used, the third sides of the structure may be joined to form a joining corner portion (B).

(第2の実施形態)
次に、本発明の第2の実施形態に係る構造物について、図11を参照して説明する。図11は、本発明の第2の実施形態に構造物の一部を分解して示す拡大斜視図である。
(Second Embodiment)
Next, the structure according to the second embodiment of the present invention will be described with reference to FIG. FIG. 11 is an enlarged perspective view showing a part of the structure in a disassembled manner according to the second embodiment of the present invention.

本実施形態に係る構造物(図示せず)は、図11に示すように、台形板材10同士が接合されてなる接合角部(A)30(図1などを参照)を拘束する拘束材80を備えている以外は、第1の実施形態に示した構造物100(図6参照)と同様の構成を有する。 As shown in FIG. 11, the structure (not shown) according to the present embodiment is a restraining member 80 that restrains the joint corner portion (A) 30 (see FIG. 1 and the like) formed by joining the trapezoidal plate members 10 to each other. It has the same structure as the structure 100 (see FIG. 6) shown in the first embodiment except that the structure 100 is provided.

ここで、拘束材80は、構造物の下縁側において、台形板材10の板面内側に設けられる部材であって、台形板材10の板面内側に沿うようにして形成された角度固定材81と、角度固定材81に接続され、構造物の下縁を連結する水平材82とを有している。ここで、角度固定材81は、接合角部(A)を固定できるものであれば特に限定されず、角度固定材81は、例えば金属板などを折り曲げ加工して形成することができる。また、水平材82は、構造物の下縁を連結する部材であれば特に限定されず、水平材82として、例えば床板を用いることができる。 Here, the restraint member 80 is a member provided on the inner side of the plate surface of the trapezoidal plate member 10 on the lower edge side of the structure, and the angle fixing member 81 formed along the inner side of the plate surface of the trapezoidal plate member 10. It has a horizontal member 82 that is connected to the angle fixing member 81 and connects the lower edge of the structure. Here, the angle fixing member 81 is not particularly limited as long as it can fix the joint angle portion (A), and the angle fixing member 81 can be formed by bending, for example, a metal plate or the like. Further, the horizontal member 82 is not particularly limited as long as it is a member connecting the lower edges of the structure, and as the horizontal member 82, for example, a floor plate can be used.

このような拘束材80を有する構造物によれば、構造物に鉛直荷重が加わった際に、拘束材80がない場合と比較して、構造物内方への収縮及び変形に対する抵抗性能が向上するため、鉛直荷重による構造物の変形を抑制することができる。 According to the structure having such a restraining material 80, when a vertical load is applied to the structure, the resistance performance against shrinkage and deformation inward of the structure is improved as compared with the case where there is no restraining material 80. Therefore, deformation of the structure due to the vertical load can be suppressed.

なお、本実施形態では、拘束材は、上述したように水平材を含む構成として説明したが、これに限定されず、拘束材は水平材を有さない構成であってもよい。
また、本実施形態では、拘束材を構造物の下縁側に設ける構成として説明したが、これに限定されず、拘束材を構造物の上縁側に設けるとともに、水平材により構造物の上縁を連結してもよい。その場合、水平材として、例えば天井板を用いてもよい。さらに、角度固定材及び水平材それぞれの形状は、図11に示したものに限定されず、台形板材の大きさ及び接合角部(A)の接合角度などに応じて、適宜設定すればよい。さらに、本実施形態では、拘束材は、接合角部(A)を拘束するものとして説明したが、これに限定されず、本発明に係る拘束材は、上述した接合角部(B)を拘束するものであってもよい。
In the present embodiment, the restraint material has been described as having a structure including a horizontal member as described above, but the present invention is not limited to this, and the restraint material may have a structure that does not have a horizontal member.
Further, in the present embodiment, the restraint material is provided on the lower edge side of the structure, but the present invention is not limited to this, and the restraint material is provided on the upper edge side of the structure and the upper edge of the structure is provided by the horizontal member. It may be connected. In that case, for example, a ceiling plate may be used as the horizontal material. Further, the shapes of the angle fixing member and the horizontal member are not limited to those shown in FIG. 11, and may be appropriately set according to the size of the trapezoidal plate material and the joining angle of the joining angle portion (A). Further, in the present embodiment, the restraint material has been described as restraining the joint corner portion (A), but the restraining material is not limited to this, and the restraint material according to the present invention restrains the joint corner portion (B) described above. It may be something to do.

(第3の実施形態)
次に、本発明の第3の実施形態に係る構造物について、図12を参照して説明する。図12は、本発明の第3の実施形態に係る構造物の外観形状を概略的に示す斜視図である。
(Third Embodiment)
Next, the structure according to the third embodiment of the present invention will be described with reference to FIG. FIG. 12 is a perspective view schematically showing the external shape of the structure according to the third embodiment of the present invention.

図12に示すように、本実施形態に係る構造物200は、同一形状の3つの構造物100が、高さ方向に交互に天地を逆にして積層されてなる塔状の構造物である。構造物200は、上述した構造物100を用いて構成されることで、構造物200の外面には、構造物200の周方向にわたって凹凸形状が形成されている。 As shown in FIG. 12, the structure 200 according to the present embodiment is a tower-shaped structure in which three structures 100 having the same shape are laminated alternately with their tops and bottoms reversed in the height direction. Since the structure 200 is constructed by using the above-mentioned structure 100, an uneven shape is formed on the outer surface of the structure 200 over the circumferential direction of the structure 200.

そして、構造物200は、外面に凹凸形状が形成されていることで、凹凸形状が形成されていない場合と比較して、水平剛性が高く、耐震性に優れている。 Since the structure 200 has a concavo-convex shape formed on the outer surface, the structure 200 has high horizontal rigidity and excellent earthquake resistance as compared with the case where the concavo-convex shape is not formed.

なお、本実施形態では、3つの構造物が積層された構成について説明したが、積層する構造物の数はこれに限定されず、任意の数とすることができる。また、積層する構造物の形状は、図12に示した形状に限定されず、本発明に係る構造物であれば、他の形状であってもよい。 In the present embodiment, the configuration in which the three structures are laminated has been described, but the number of the structures to be laminated is not limited to this, and can be any number. Further, the shape of the structures to be laminated is not limited to the shape shown in FIG. 12, and any other shape may be used as long as it is the structure according to the present invention.

なお、本実施形態に係る構造物の使用形態は図12に示す形態に限定されず、例えば、図12に示す構造物を90°回転させて使用してもよい。 The usage mode of the structure according to the present embodiment is not limited to the mode shown in FIG. 12, and for example, the structure shown in FIG. 12 may be rotated by 90 ° for use.

―構造物の構築方法―
最後に、図12に示す構造物の構築方法について説明する。図13は、図12に示す構造物の構築方法を説明する説明図である。
-How to build a structure-
Finally, a method of constructing the structure shown in FIG. 12 will be described. FIG. 13 is an explanatory diagram illustrating a method of constructing the structure shown in FIG.

本実施形態に係る構造物の構築方法は、図12に示す構造物200の構築方法であって、上述した第1の実施形態に係る構造体構築工程と接合角部(B)形成工程とを含む構造物の構築方法において、さらに、構造体55(図6参照)を環状に接合する環状接合工程と、複数の構造物100を高さ方向に交互に天地を逆にして積層する積層工程とを含むものである。 The structure construction method according to the present embodiment is the structure construction method for the structure 200 shown in FIG. 12, in which the structure construction step and the joint angle portion (B) forming step according to the first embodiment described above are combined. In the method for constructing the including structure, further, an annular joining step of joining the structures 55 (see FIG. 6) in an annular shape and a laminating step of laminating a plurality of structures 100 alternately in the height direction with the top and bottom reversed. Is included.

ここで、積層された構造物100同士の接合方法は、特に限定されず、例えば、図13に示すように、構造物100の上縁側及び下縁側に対応する位置に拘束材80を設け、水平材82に挿入されたボルト(図示せず)を介して、一方の構造物100と他方の構造物100とを接合してもよい。 Here, the method of joining the laminated structures 100 to each other is not particularly limited. For example, as shown in FIG. 13, a restraining member 80 is provided at a position corresponding to the upper edge side and the lower edge side of the structure 100 and is horizontal. One structure 100 and the other structure 100 may be joined via a bolt (not shown) inserted into the material 82.

そして、本実施形態に係る構造物の構築方法によれば、構造物100を用いることで、外壁面に凹凸形状が形成された構造物200(図12参照)を容易に構築することができる。また、本実施形態に係る構造物の構築方法によれば、例えば、予め構造物100を構築しておけば、施工現場において構造物100を積層するだけで構造物200を構築することができるため、工期の短縮化を図ることができる。 Then, according to the structure construction method according to the present embodiment, by using the structure 100, it is possible to easily construct the structure 200 (see FIG. 12) in which the uneven shape is formed on the outer wall surface. Further, according to the structure construction method according to the present embodiment, for example, if the structure 100 is constructed in advance, the structure 200 can be constructed only by laminating the structure 100 at the construction site. , The construction period can be shortened.

なお、本実施形態では、3つの構造物を積層した構築方法について説明したが、本発明の構築方法で積層する構造物の数はこれに限定されず、任意の数とすることができる。また、積層された構造物同士の接合方法は、上述した方法に限定されない。したがって、例えば、上述した拘束材を用いずに、構造物同士を任意の方法により接合してもよい。さらには、構造物の上縁側又は下縁側全体を覆うことが可能な水平材を有する拘束材を用いることで、積層状態にある一方の構造物で囲まれる内部空間と、他方の壁構造体で囲まれる内部空間とが連通しない構成としてもよい。 In the present embodiment, the construction method in which the three structures are laminated has been described, but the number of structures to be laminated by the construction method of the present invention is not limited to this, and can be any number. Further, the method of joining the laminated structures to each other is not limited to the above-mentioned method. Therefore, for example, the structures may be joined by any method without using the above-mentioned restraint material. Furthermore, by using a restraining material having a horizontal member capable of covering the entire upper or lower edge side of the structure, the internal space surrounded by one structure in a laminated state and the other wall structure can be used. It may be configured so that it does not communicate with the enclosed internal space.

外面に凹凸形状を有する種々の建築構造物に利用可能な構造体及びその構築方法、並びに、構造体を有する構造物及びその構築方法を提供することができる。 It is possible to provide a structure and a method for constructing the same, and a structure having the structure and a method for constructing the structure, which can be used for various building structures having an uneven shape on the outer surface.

10:台形板材
11:第1の辺
12:第2の辺
13:第3の辺
14:第4の辺
30:接合角部(A)
40:接合角部(B)
50:板基材
51:直角三角形板片
52:台形板基材
55:構造体
71:構造物
80:拘束材
81:角度固定材
82:水平材
90:台形板材
90a:台形板材片
90b:台形板材片
91:空隙部
92:断熱材
100,200:構造物
10: Trapezoidal plate 11: First side 12: Second side 13: Third side 14: Fourth side 30: Joint corner (A)
40: Joint corner (B)
50: Plate base material 51: Right angle triangular plate piece 52: Trapezoidal plate base material 55: Structure 71: Structure 80: Restraint material 81: Angle fixing material 82: Horizontal material 90: Trapezoidal plate material 90a: Trapezoidal plate material piece 90b: Trapezoidal Plate piece 91: Void portion 92: Insulation material 100, 200: Structure

Claims (11)

互いに隣接する同一形状の台形板材が接合されてなる構造体であって、
前記台形板材は、互いに平行かつ長さの異なる第1の辺及び第2の辺と、互いに長さの異なる第3の辺及び第4の辺とを有しており、
前記構造体は、隣接する前記台形板材の前記第3の辺同士又は前記第4の辺同士が接合されてなる接合角部(A)を有する、構造体。
It is a structure in which trapezoidal plates of the same shape adjacent to each other are joined.
The trapezoidal plate material has a first side and a second side parallel to each other and having different lengths, and a third side and a fourth side having different lengths from each other.
The structure has a joint corner portion (A) formed by joining the third sides of the adjacent trapezoidal plate members or the fourth sides to each other.
前記台形板材は互いに着脱可能に接合されている、請求項1に記載の構造体。 The structure according to claim 1, wherein the trapezoidal plate members are detachably joined to each other. 前記台形板材は、2つの台形板材片の積層体であり、第1の前記台形板材片と第2の前記台形板材片との間に空隙部を有する、請求項1又は2に記載の構造体。 The structure according to claim 1 or 2, wherein the trapezoidal plate material is a laminate of two trapezoidal plate material pieces and has a gap between the first trapezoidal plate material piece and the second trapezoidal plate material piece. .. 前記空隙部に断熱材を備える、請求項3に記載の構造体。 The structure according to claim 3, wherein the gap is provided with a heat insulating material. 互いに隣接する同一形状の複数の構造体が接合されてなる構造物であって、
前記構造体は、請求項1〜4のいずれか1項に記載の構造体であり、
前記構造物は、隣接する前記構造体の前記第3の辺同士又は前記第4の辺同士が接合されてなる接合角部(B)を有し、
前記接合角部(A)及び前記接合角部(B)は、前記構造物の一方の板面において交互に繰り返されている、構造物。
It is a structure in which a plurality of structures having the same shape adjacent to each other are joined to each other.
The structure is the structure according to any one of claims 1 to 4.
The structure has a joint angle portion (B) formed by joining the third sides or the fourth sides of the adjacent structure to each other.
A structure in which the joint corner portion (A) and the joint corner portion (B) are alternately repeated on one plate surface of the structure.
前記複数の構造体は環状に接合されている、請求項5に記載の構造物。 The structure according to claim 5, wherein the plurality of structures are joined in an annular shape. 前記接合角部(A)及び/又は前記接合角部(B)を拘束する拘束材を有する、請求項5又は6に記載の構造物。 The structure according to claim 5 or 6, which has a restraining material for restraining the joint corner portion (A) and / or the joint corner portion (B). 前記拘束材は、前記構造物の上縁又は下縁を連結する水平材を含む、請求項7に記載の構造物。 The structure according to claim 7, wherein the restraining material includes a horizontal member connecting the upper edge or the lower edge of the structure. 互いに隣接する同一形状の台形板材が接合されてなる構造体の構築方法であって、
1枚の矩形形状の板基材を、短手方向を横切る方向に2箇所で切断して、互いに平行かつ長さの異なる第1の辺及び第2の辺と、互いに長さの異なる第3の辺及び第4の辺とを有する第1の前記台形板材と、前記第3の辺又は前記第4の辺を斜辺とする直角三角形板片と、前記第3の辺又は前記第4の辺を有する台形板基材とを得る切断工程と、
前記直角三角形板片と前記台形板基材とを接合して、第2の前記台形板材を得る板材形成工程と、
前記台形板材の前記第3の辺同士又は前記第4の辺同士を接合して接合角部(A)を形成する接合角部(A)形成工程とを含む、構造体の構築方法。
It is a method of constructing a structure in which trapezoidal plate materials of the same shape adjacent to each other are joined.
A single rectangular plate base material is cut at two points in a direction crossing the lateral direction, and the first side and the second side which are parallel to each other and have different lengths and the third side which has different lengths from each other. A first trapezoidal plate material having a side and a fourth side, a right-angled triangular plate piece having the third side or the fourth side as an oblique side, and the third side or the fourth side. And the cutting process to obtain the trapezoidal plate base material
A plate material forming step of joining the right triangle plate piece and the trapezoidal plate base material to obtain the second trapezoidal plate material,
A method for constructing a structure, which includes a step of forming a joint corner portion (A) by joining the third sides of the trapezoidal plate material or the fourth sides to each other to form a joint corner portion (A).
互いに隣接する同一形状の複数の構造体が接合されてなる構造物の構築方法であって、
請求項9に記載の方法により構造体を構築する構造体構築工程と、
前記構造体の前記第3の辺同士又は前記第4の辺同士を接合して接合角部(B)を形成する接合角部(B)形成工程とを含む、構造物の構築方法。
It is a method of constructing a structure in which a plurality of structures having the same shape adjacent to each other are joined.
A structure construction step of constructing a structure by the method according to claim 9.
A method for constructing a structure, which comprises a joining angle portion (B) forming step of joining the third sides or the fourth sides of the structure to form a joining corner portion (B).
前記構造体を環状に接合する環状接合工程と、
複数の前記構造物を高さ方向に交互に天地を逆にして積層する積層工程とを含む、請求項10に記載の構造物の構築方法。
An annular joining step of joining the structures in an annular shape,
The method for constructing a structure according to claim 10, further comprising a laminating step of laminating a plurality of the structures alternately with the top and bottom reversed in the height direction.
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