JP2006316464A - Polygonal pyramid structure without structural material at ridge line and method of constructing the same - Google Patents

Polygonal pyramid structure without structural material at ridge line and method of constructing the same Download PDF

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JP2006316464A
JP2006316464A JP2005138839A JP2005138839A JP2006316464A JP 2006316464 A JP2006316464 A JP 2006316464A JP 2005138839 A JP2005138839 A JP 2005138839A JP 2005138839 A JP2005138839 A JP 2005138839A JP 2006316464 A JP2006316464 A JP 2006316464A
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annular frame
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Motohiro Yamada
基裕 山田
Mutsuo Sahashi
睦雄 佐橋
Jitsusaburo Imamiya
実三郎 今宮
Kenji Umemura
建次 梅村
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a polygonal pyramid structure so formed to have no structural materials or have no need of structural materials such as a ridge piece and a ridge beam at the positions of ridge lines and a method of constructing the structure. <P>SOLUTION: In this polygonal pyramid structure, a main frame is formed of a horizontal annular frame body A formed in a polygonal closed shape in plan view equal in shape to a body formed by horizontally sectionally splitting the outline of a polygonal pyramid structure to be constructed and a plurality of vertical member frames C vertically disposed, parallel with each other, along the outline surface of the structure on the sides of the horizontal annular frame body A excluding the positions B at the corner portions thereof and supportedly joining the vertical horizontal annular frame bodies A and A. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、いわゆるピラミッド形状の角錐構造物(ただし、四角錐形状の限りではなく、三角錐形状、或いは多角錐形状などの角錐形状を含む。)であって、特に言えば、図1に示すように各稜線の位置Bにいわゆる棟木、棟梁のような構造材を持たない、又は必要としない構成の多角錐構造物およびその構築方法の技術分野に属する。   The present invention is a so-called pyramid-shaped pyramid structure (however, it is not limited to a quadrangular pyramid shape, but includes a pyramid shape such as a triangular pyramid shape or a polygonal pyramid shape). Thus, the position B of each ridge line belongs to the technical field of a polygonal pyramid structure that does not have or need a structural material such as a so-called purlin or a ridge beam and its construction method.

従来、ピラミッド形状の角錐構造物を構築する場合のフレーム構造は、図13に示すように、角錐構造物の底辺位置にベース材aを角形状に組み立て、次に各稜線の位置にいわゆる棟木、棟梁のような棟構造材bを配置し、これを頂部で結合して錘形状の主要骨格を形成する。その上で、前記の各棟構造材b、b間を水平方向に連結する梁材又は桁行き材cを架け渡して構築するのが一般的である。   Conventionally, a frame structure in the case of constructing a pyramid-shaped pyramid structure, as shown in FIG. 13, the base material a is assembled into a square shape at the base position of the pyramid structure, and then so-called purlins at the positions of the ridge lines, A building structure material b such as a building beam is arranged and joined at the top to form a main skeleton having a weight shape. In addition, it is common to construct the building by bridging the beam members or beam members c that connect the building structural materials b, b in the horizontal direction.

つまり、各稜線位置の棟構造材b…が屋根荷重の全てを負担して耐える構造である。そのため棟構造材bが負担する軸力は、図14に示したように梁材又は桁行き材cの階層数に比例して大きくなり、断面設計が面倒であり、ひいてはその製作、組み立てが難しいという問題があった。
また、棟構造材b、bと、その間に水平方向に架け渡す梁材又は桁行き材cとの接合仕口が甚だ複雑な構造となり、仕口の加工及び組み立て作業が面倒で、費用負担の大きいものとなっている。
その上、棟構造材b、bが存在するが故に、角部(稜線部分)の構造が閉鎖的になり、開放感を求め難い構成になっている。
That is, the ridge structure material b... At each ridge line position bears all of the roof load and withstands it. Therefore, as shown in FIG. 14, the axial force borne by the building structure material b increases in proportion to the number of layers of the beam material or girder material c, and the cross-sectional design is troublesome, which makes it difficult to manufacture and assemble it. There was a problem.
In addition, the joint structure of the building structural materials b and b and the beam material or the girder material c bridged horizontally between them becomes a complicated structure, and the processing and assembling work of the joint is troublesome and costly. It has become big.
In addition, since the building structure materials b and b exist, the structure of the corner (ridge line portion) is closed, and it is difficult to obtain a feeling of opening.

次に、下記の特許文献1および2に、いわゆるピラミッド形状の角錐構造物およびその構築方法に関する技術が開示され公知である。
しかし、特許文献1および2に開示された錐形構造物およびその構築方法は、いうなれば円錐形構造物に関する技術であり、角錐構造物については積極的に記載していない。
しかも特許文献1および2に開示された錐形構造物およびその構築方法は、モジュール化されたブロック体で構成される等高線モジュールを上下に積層する内容でしかない。
Next, Patent Documents 1 and 2 below disclose and disclose a technique related to a so-called pyramid-shaped pyramid structure and a construction method thereof.
However, the cone-shaped structure and the construction method thereof disclosed in Patent Documents 1 and 2 are technologies related to the cone-shaped structure, and do not actively describe the pyramid structure.
In addition, the conical structure and the construction method disclosed in Patent Documents 1 and 2 are merely contents in which contour line modules configured by modularized block bodies are stacked one above the other.

特許第3236945号公報Japanese Patent No. 3236945 特開平11−62007号公報Japanese Patent Laid-Open No. 11-62007

本発明の目的は、図1にフレーム構造を示したように、各稜線の位置Bに棟構造材を持たない、又は必要としない構造で、棟構造材と水平方向の梁材又は桁行き材(以下、水平方向材という場合がある。)との接合がなく、よって棟構造材と水平方向材との接合仕口の加工及び組み立て作業がなく、簡易・迅速に短工期で構築できる多角錐構造物およびその構築方法を提供することである。
本発明の次の目的は、各稜線の位置Bに棟構造材を持たない、又は必要としない構造であるが故に、角部(稜線部分)の構造が開放的で軽快な多角錐構造物およびその構築方法を提供することである。
An object of the present invention is a structure that does not have or need a ridge structure material at the position B of each ridge line as shown in FIG. Polygonal pyramids that can be constructed easily and quickly in a short period of time without the need to process and assemble the joints between the building structure material and the horizontal material. It is to provide a structure and its construction method.
The next object of the present invention is a structure that does not have or need a ridge structure material at the position B of each ridge line, and therefore has a polygonal pyramid structure with an open and light structure at the corner (ridge line part) and It is to provide the construction method.

上述した従来技術の課題を解決するための手段として、請求項1に記載した発明に係る稜線に構造材を必要としない多角錐構造物は、
構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体Aと、
前記多角形の水平環状フレーム体Aの各隅角部の位置Bを除き、各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置され上下の水平環状フレーム体A、Aを繋ぎ支持する縦材フレームCとで主要フレームが構成されていることを特徴とする。
As a means for solving the above-mentioned problems of the prior art, a polygonal pyramid structure that does not require a structural material for the ridgeline according to the invention described in claim 1 is:
A horizontal annular frame A having a polygonal closed shape and a plan view equivalent to a horizontal cut of the outer shape of the polygonal pyramid structure to be constructed;
Except for the position B of each corner of the polygonal horizontal annular frame A, a plurality of horizontal annular frames A and A are arranged in parallel in the vertical direction along the structure outer surface of each side. The main frame is comprised with the vertical material frame C to support, It is characterized by the above-mentioned.

請求項2に記載した発明は、請求項1に記載した稜線に構造材を持たない多角錐構造物において、
多角形の水平環状フレーム体Aは、その隅角部を除いて各辺を長手方向に複数に分割した構造、大きさの構造モジュール3を、辺の長手方向に一連に並べ緊結材5で圧着し緊結した構成とされていることを特徴とする。
The invention described in claim 2 is a polygonal pyramid structure having no structural material on the ridgeline described in claim 1,
The polygonal horizontal annular frame body A has a structure in which each side is divided into a plurality of parts in the longitudinal direction except for the corners, and the structure module 3 having a size is arranged in series in the longitudinal direction of the side and is crimped by the binding material 5. However, it is characterized by a tight structure.

請求項3に記載した発明は、請求項1又は2に記載した稜線に構造材を持たない多角錐構造物において、
多角形の水平環状フレーム体Aは、その隅角部を除いて各辺を長手方向に複数に分割した構造、大きさの構造モジュール3と、上下に隣接する水平環状フレーム体A、A相互間の一層分の高さに分割した構造、大きさの縦材フレームモジュール31とによる複合構造モジュール3を、辺の長手方向に一連に並べ緊結材5で圧着し緊結して構成され、前記縦材フレームモジュール31を利用して上下の水平環状フレーム体Aを積み重ね緊結した構成とされていることを特徴とする。
The invention described in claim 3 is a polygonal pyramid structure having no structural material on the ridgeline described in claim 1 or 2,
The polygonal horizontal annular frame body A includes a structure module 3 having a structure and size in which each side is divided into a plurality of parts in the longitudinal direction except for the corners, and the horizontal annular frame bodies A and A adjacent to each other vertically. The composite structure module 3 composed of the vertical material frame module 31 having a structure divided by a height of one layer is arranged in a series in the longitudinal direction of the side and crimped by the binding material 5 and is fastened. The upper and lower horizontal annular frame bodies A are stacked and fastened using the frame module 31.

請求項4に記載した発明に係る稜線に構造材を持たない多角錐構造物の構築方法は、
構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体Aと、前記多角形の水平環状フレーム体Aにおける各隅角部の位置Bを除いて各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置され上下の水平環状フレーム体A、Aを繋ぎ支持する縦材フレームCとで主要フレームを構成された多角錐構造物を構築する方法であって、
前記水平環状フレーム体Aは、その隅角部について分割した隅角構造モジュール4と、各辺を長手方向に分割したに等しい形状、構造の構造モジュール3とで構成するものとし、
前記構造モジュール3はその水平な床版30の上に縦材フレームモジュール31を一層分の高さに設けた複合構造モジュールとして構成し、前記床版30に辺の長手方向に貫通する緊結材通し孔35を設け、また、前記縦材フレームモジュール31と床版30を垂直方向に貫通する緊結材通し孔36を設け、この複合構造モジュール3の前記床版30を下層の複合構造モジュール3における縦材フレームモジュール31の上に載せて水平環状フレーム体Aの辺方向に複数横一連に並べる段階と、
水平環状フレーム体Aの隅角部について分割した前記隅角構造モジュール4は、隅角部の角度に沿って屈曲された床版40に、その両側の二辺方向に貫通する緊結材通し孔47を設け、水平環状フレーム体Aの隅角部の位置へ、その床版40を二辺方向の前記複合構造モジュール3の床版30と一連となる配置に並べる段階と、
前記隅角構造モジュール4とその両側の二辺を形成する前記複合構造モジュール3、3とを、各モジュールの床版30と40の緊結材通し孔35と47へ共通に貫通させた緊結材5により相互に圧着し緊結して等高線上毎に平面視が多角形で閉鎖形状の水平環状フレーム体Aを構築する段階と、
次上位の水平環状フレーム体Aは、前記複合構造モジュール3を、その縦材フレームモジュール31が多角錐構造物における各辺の構造物外形面の傾斜角度に対応する寸法だけ内方へせり出す配置で下層の水平環状フレーム体Aの上に並べ、隅角構造モジュール4と組合せ、各モジュールの床版30と40の緊結材通し孔35と47へ共通に貫通させた緊結材5により圧着し緊結して一層の水平環状フレーム体Aを完成し、更に前記上下層の水平環状フレーム体A、A同士も、各縦材フレームモジュール31の緊結材通し孔36へ共通に貫通させた緊結材6により圧着し緊結して積層する段階とを繰り返すことを特徴とする。
A construction method of a polygonal pyramid structure that does not have a structural material on a ridgeline according to the invention described in claim 4,
The polygonal pyramid structure to be constructed has a horizontal annular frame A having a polygonal closed shape and a position B of each corner in the polygonal horizontal annular frame A, which is equivalent to a horizontally cut outer shape of the polygonal pyramid structure to be constructed. Except for the polygonal pyramid structure in which the main frame is composed of the vertical frame C that is connected to and supports the upper and lower horizontal annular frame bodies A and A that are arranged in parallel in the vertical direction along the outer shape of the structure on each side. Is a method of building
The horizontal annular frame A is composed of a corner structure module 4 divided with respect to the corner portion thereof, and a structure module 3 having a shape and a structure equal to those obtained by dividing each side in the longitudinal direction.
The structural module 3 is configured as a composite structural module in which a vertical frame module 31 is provided on the horizontal floor slab 30 at a height of one layer, and a binding material passing through the floor slab 30 in the longitudinal direction of the side is passed. A hole 35 is provided, and a binding material through hole 36 is provided through the vertical frame module 31 and the floor slab 30 in the vertical direction. The floor slab 30 of the composite structure module 3 is connected to the vertical composite structure module 3 in the vertical direction. Placing on the material frame module 31 and arranging a plurality of horizontal series in the side direction of the horizontal annular frame body A;
The corner structure module 4 divided about the corner portion of the horizontal annular frame body A has a binding material through hole 47 penetrating the floor slab 40 bent along the corner portion angle in two directions on both sides thereof. Arranging the floor slab 40 in a series of arrangements with the floor slab 30 of the composite structure module 3 in the two-side direction at the position of the corner of the horizontal annular frame body A,
Tightening material 5 in which the corner structure module 4 and the composite structure modules 3 and 3 forming two sides on both sides of the corner structure module 4 are passed through the binding material through holes 35 and 47 of the floor slabs 30 and 40 of each module in common. The step of constructing a horizontal annular frame A having a closed shape and a polygonal shape in plan view for each contour line by crimping and tightly bonding with each other,
The next upper horizontal annular frame A is arranged such that the composite structure module 3 protrudes inward by a dimension corresponding to the inclination angle of the structure outer surface of each side of the vertical material frame module 31 in the polygonal pyramid structure. Arranged on the lower horizontal annular frame body A, combined with the corner structure module 4, and crimped and fastened by the fastening material 5 that is passed through the fastening material through holes 35 and 47 of the floor slabs 30 and 40 of each module in common. The horizontal annular frame A of one layer is completed, and the upper and lower horizontal annular frames A, A are further crimped by the binding material 6 that is passed through the binding material through hole 36 of each vertical member frame module 31 in common. And the step of laminating and laminating is repeated.

請求項5に記載した発明に係る稜線に構造材を持たない多角錐構造物は、
構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体Aと、前記多角形の水平環状フレーム体Aの各隅角部の位置Bを除き、各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置して上下の水平環状フレームAとA体を繋ぎ支持する縦材フレームCとにより主要フレームが構成されている多角錐構造物であって、
前記水平環状フレーム体Aは、その隅角部について分割した隅角構造モジュール4と、各辺を長手方向に分割したに等しい形状、構造の構造モジュール3とで構成されており、
前記構造モジュール3はその水平な床版30の上に縦材フレームモジュール31を一層分の高さに設けた複合構造モジュールとして構成され、前記床版30に辺の長手方向に貫通する緊結材通し孔35が設けられ、また、前記縦材フレームモジュール31と床版30を垂直方向に貫通する緊結材通し孔36が設けられ、前記複合構造モジュールは床版30を下層の複合構造モジュール3における縦材フレームモジュール31の上に載せて水平環状フレーム体Aの辺方向に横一連に並べられており、
水平環状フレーム体Aの隅角部について分割した隅角構造モジュール4は、隅角部の角度に沿って屈曲された床版40に、その両側の二辺方向に貫通する緊結材通し孔47を設けた構成とされ、その床版40を、水平環状フレーム体Aの隅角部位置へ両側の複合構造モジュール3の床版30と一連に並べて設置されており、
前記隅角構造モジュール4とその両側の二辺を形成する複合構造モジュール3とは、それぞれの床版40と30の緊結材通し孔47と35へ共通に貫通させた緊結材5により相互に圧着し緊結して等高線上毎に平面視が多角形で閉鎖形状の水平環状フレーム体Aが構成され、
次上位の水平環状フレーム体Aは、前記複合構造モジュール3を、その縦材フレームモジュール31が多角錐構造物の各辺の構造物外形面の傾斜角度に対応する寸法だけ内方へせり出す配置で下層の水平環状フレーム体Aの上に並べ、隅角構造モジュール4を組み合せ、各モジュール3、4の床版30と40の緊結材通し孔35と47へ水平方向に貫通させた緊結材5により圧着し緊結して一層の水平環状フレーム体Aが構築され、更に前記上下層の水平環状フレーム体A、A同士も、各縦材フレームモジュール31の緊結材通し孔36へ上下方向に貫通させた緊結材6によって圧着し緊結して積層されていることを特徴とする。
A polygonal pyramid structure having no structural material on the ridgeline according to the invention described in claim 5 is:
The polygonal pyramid structure to be constructed has a horizontal annular frame A having a polygonal closed shape and a position B at each corner of the polygonal horizontal annular frame A, which is equivalent to a horizontal cut of the outer shape of the polygonal pyramid structure. Except for the polygonal pyramid in which the main frame is constituted by the vertical frame C that connects the upper and lower horizontal annular frames A and supports the A body by arranging a plurality of substantially parallel in the vertical direction along the outer shape of the structure on each side. A structure,
The horizontal annular frame body A is composed of a corner structure module 4 divided with respect to the corner portion thereof, and a structure module 3 having a shape and a structure equal to those obtained by dividing each side in the longitudinal direction.
The structural module 3 is configured as a composite structural module in which a vertical frame module 31 is provided on the horizontal floor slab 30 at a height of one layer, and a binding material passing through the floor slab 30 in the longitudinal direction of the side is passed through. A hole 35 is provided, and a binding material through-hole 36 is provided through the vertical frame module 31 and the floor slab 30 in the vertical direction. The composite structure module passes through the floor slab 30 in the vertical composite structure module 3. It is placed on the material frame module 31 and arranged side by side in the side direction of the horizontal annular frame body A,
The corner structure module 4 divided about the corner portion of the horizontal annular frame body A is provided with a binding material through-hole 47 penetrating in two directions on both sides of the floor slab 40 bent along the corner portion angle. The floor slab 40 is arranged side by side with the floor slab 30 of the composite structure module 3 on both sides at the corner position of the horizontal annular frame body A,
The corner structure module 4 and the composite structure module 3 forming the two sides on both sides of the corner structure module 4 are pressure-bonded to each other by the binding material 5 that penetrates the binding material through holes 47 and 35 of the floor slabs 40 and 30 in common. However, the horizontal annular frame body A having a closed shape and a polygonal plan view is formed for each contour line.
The next upper horizontal annular frame A is arranged such that the composite structure module 3 protrudes inward by a length corresponding to the inclination angle of the structure outer surface of each side of the polygonal pyramid structure. It is arranged on the lower horizontal annular frame body A, combined with the corner structure module 4, and by the binding material 5 horizontally penetrated into the binding material through holes 35 and 47 of the floor slabs 30 and 40 of the modules 3 and 4. One horizontal annular frame body A is constructed by crimping and tightening, and the upper and lower horizontal annular frame bodies A, A are also vertically passed through the binding material through holes 36 of each vertical member frame module 31. It is characterized in that it is pressure-bonded and tightly laminated by a binding material 6.

本発明による多角錐構造物は、各稜線の位置Bに構造材を持たない構造であり、必然的に稜線部分の構造材と水平構造材との接合仕口がなく、接合作業がないばかりか、接合仕口の加工も必要が無く、至極単純明快な構造である。よって、その構築方法も簡単で、構造部材の製造が容易であり、短工期の施工が可能である。
また、各稜線の位置Bに構造材を持たない構造であるから、稜線部分(角部=図1のB参照)を開放的で軽快な空間に構成することができ、採光性や視界性に富んだ多角錐構造物を提供することができる。
The polygonal pyramid structure according to the present invention has a structure that does not have a structural material at the position B of each ridgeline, and inevitably has no joint between the structural material at the ridgeline portion and the horizontal structural material, and there is no joint work. It is extremely simple and clear, without the need for processing of joints. Therefore, the construction method is also simple, the manufacture of the structural member is easy, and construction in a short construction period is possible.
Moreover, since it is a structure which does not have a structural material in the position B of each ridgeline, a ridgeline part (a corner | angular part = B reference of FIG. 1) can be comprised in an open and light space, and it is easy for lighting property and visibility. A rich polygonal pyramid structure can be provided.

構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体Aと、前記多角形の水平環状フレーム体Aの各隅角部の位置Bを除き、各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置され上下の水平環状フレーム体A、Aを繋ぎ支持する縦材フレームCとで主要フレームを構成する。
多角形の水平環状フレーム体Aは、その隅角部を除いて各辺を長手方向に複数に分割した構造、大きさの構造モジュール3を、辺の長手方向に一連に並べ緊結材5で圧着し緊結した構成とする。
或いは多角形の水平環状フレーム体Aは、その隅角部を除いて各辺を長手方向に複数に分割した構造、大きさの構造モジュール3と、上下に隣接する水平環状フレーム体A、A相互間の一層分の高さに分割した構造、大きさの縦材フレームモジュール31とによる複合構造モジュール3を、辺の長手方向に一連に並べ緊結材5で圧着し緊結して構成され、前記縦材フレームモジュール31を利用して上下の水平環状フレーム体Aを積み重ね緊結した構成とする。
The polygonal pyramid structure to be constructed has a horizontal annular frame A having a polygonal closed shape and a position B at each corner of the polygonal horizontal annular frame A, which is equivalent to a horizontal cut of the outer shape of the polygonal pyramid structure. Except for this, the main frame is constituted by a plurality of vertically arranged frame frames A and A which are arranged in parallel in the vertical direction along the outer shape of the structure on each side and which connect and support the upper and lower horizontal annular frame bodies A and A.
The polygonal horizontal annular frame body A has a structure in which each side is divided into a plurality of parts in the longitudinal direction except for the corners, and the structure module 3 having a size is arranged in series in the longitudinal direction of the side and is crimped by the binding material 5. The structure is tight.
Alternatively, the polygonal horizontal annular frame body A has a structure module 3 having a structure and size in which each side is divided into a plurality of parts in the longitudinal direction except for the corners thereof, and the horizontal annular frame bodies A and A adjacent to each other vertically. A composite structure module 3 composed of a vertical frame module 31 having a structure divided into a height corresponding to a single layer is arranged in a series in the longitudinal direction of the sides, and is crimped and fastened with a binding material 5. The upper and lower horizontal annular frame bodies A are stacked and fastened using the material frame module 31.

以下に、本発明を図示した実施例に基づいて説明する。
図示した実施例は、図1に示す四角錐フレーム構造、即ち、構築しようとする四角錐構造物の外形を水平に輪切りしたに等しい、平面視が四角形で、上下に異なる階層のものは相似形状に大きさが異なる閉鎖形状の複数の水平環状フレーム体A…と、前記水平環状フレーム体Aの各隅角部の位置Bを除き、各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置されて上下の各水平環状フレーム体A、Aを繋ぎ支持する縦材フレームC…とで主要フレームが構成される構造物で、その完成図は図5に示すピラミッド形状の四角錐構造物を、無支保工のプレキャストコンクリート部材圧着工法により構築する場合について示している。
Hereinafter, the present invention will be described based on illustrated embodiments.
In the illustrated embodiment, the quadrangular pyramid frame structure shown in FIG. 1, that is, the shape of the quadrangular pyramid structure to be constructed is equivalent to the outer shape of the quadrangular pyramid horizontally cut, is a quadrangle in plan view, and has a similar shape on the top and bottom. Are substantially parallel in the vertical direction along the outer surface of the structure on each side, except for a plurality of closed circular annular frames A of different sizes, and the position B of each corner of the horizontal annular frame A. 5 is a structure in which a main frame is composed of a vertical frame C that connects and supports the upper and lower horizontal annular frames A, A, and the completed drawing is a pyramid-shaped quadrangular pyramid structure shown in FIG. It shows the case where the object is constructed by a precast concrete member crimping method with no support.

図2〜図5は、図5に完成図を示す四角錐構造物を構築する場合の枢要な施工段階を概念的に示している。
先ず図2は、四角錐構造物の基礎部分を構築した段階を示す。図中の符号1が水平レベル出しを行って構築された鉄筋コンクリート造の基礎構造体を指している。この基礎構造体1は、一例として平面的に見た場合の一辺が20m程度の大きさの正方形に構築されている。
なお、本発明の実施例は、図示した四角錐構造物の限りではない。三角錐形状や多角錐形状の多角錐構造物として実施することができる。したがって、基礎構造体1の平面形状は、構築しようとする多角錐構造物の平面視形状に応じて、三角形、或いは多角形に構築して実施される。
2 to 5 conceptually show important construction steps in the case of constructing the quadrangular pyramid structure whose completed drawing is shown in FIG.
First, FIG. 2 shows a stage in which a basic part of a quadrangular pyramid structure is constructed. Reference numeral 1 in the figure indicates a reinforced concrete foundation structure constructed by leveling out. As an example, the basic structure 1 is constructed in a square shape having a side of about 20 m when viewed in plan.
The embodiment of the present invention is not limited to the illustrated quadrangular pyramid structure. It can be implemented as a triangular pyramid-shaped or polygonal pyramid-shaped polygonal pyramid structure. Therefore, the planar shape of the foundation structure 1 is implemented by constructing it into a triangle or a polygon according to the planar view shape of the polygonal pyramid structure to be constructed.

図3〜図5は、上記基礎構造体1の上に順次、無支保工のプレキャストコンクリート部材圧着工法により、水平環状フレーム体A(等高線上の閉鎖形モジュール)を順次に積層してゆき、最終的には頂角部に天蓋2を設置して四角錐構造物(図5)を完成するまでの枢要な施工段階を鳥瞰図として示している。   3-5, the horizontal annular frame body A (closed module on the contour line) is sequentially laminated on the foundation structure 1 by the non-supporting precast concrete member crimping method, Specifically, the main construction stage until the canopy 2 is installed at the apex portion and the quadrangular pyramid structure (FIG. 5) is completed is shown as a bird's-eye view.

次に、図6と図7は、上記の各水平環状フレーム体A(等高線上の閉鎖形モジュール)のうち上下の階層に異なるものを、各々の隅角部について分割した隅角構造モジュール4と、同隅角構造モジュール4を除いた各辺を長手方向に複数に分割した構造モジュール3又は3’とで構成した場合の割付例を示している。因みに、符号3と3’の差異は、前記分割の割付が原因で後述する縦材フレームモジュールの数が2個と1個に異なるものを区別する。
図8と図9は、上記のような割付によってブロック化された構造モジュール3と隅角構造モジュール4を、それぞれプレキャストコンクリート部材として構成した場合の実施例を示している。
更に図10は、上記プレキャストコンクリート部材として構成した構造モジュール3と隅角構造モジュール4とを各辺の長手方向へ横一連に並べ、PC鋼材等の緊結材5により圧着し緊結して1層の水平環状フレーム体A(等高線閉鎖形モジュール)を組み立てる要領を示している。図11は、上下に積み重ねた水平環状フレーム体A、A(等高線閉鎖形モジュール)をPC鋼材等の緊結材6により相互に圧着し緊結する構造を示している。
Next, FIG. 6 and FIG. 7 show a corner structure module 4 in which different ones of the horizontal annular frame bodies A (closed modules on the contour lines) in the upper and lower layers are divided at each corner. The example of allocation in the case where the sides excluding the same corner structure module 4 are constituted by the structure module 3 or 3 ′ divided into a plurality in the longitudinal direction is shown. Incidentally, the difference between the reference numerals 3 and 3 'distinguishes between the two different vertical member frame modules, which will be described later, due to the allocation of the divisions.
FIG. 8 and FIG. 9 show an embodiment in which the structural module 3 and the corner structural module 4 which are blocked by the assignment as described above are configured as precast concrete members, respectively.
Further, FIG. 10 shows that the structural module 3 and the corner structural module 4 configured as the precast concrete member are arranged in a row in the longitudinal direction of each side, and are crimped and fastened with a binding material 5 such as a PC steel material to form one layer. The procedure for assembling the horizontal annular frame A (contour line closed type module) is shown. FIG. 11 shows a structure in which horizontal annular frame bodies A and A (contour line closed type modules) stacked one above the other are pressure-bonded to each other with a binding material 6 such as a PC steel material.

上記図8に示す構造モジュール3は、辺方向の長さを3m程度に分割された水平な床版30の上面に、四角錐構造物の傾斜角度(図示例では50°)に対応する寸法だけ内側へ直線的に傾斜してせり出す形態の二つの縦材フレームモジュール31、31を辺方向に適度な間隔をあけて組み付けた複合構造モジュールとして構成されている。
前記二つの縦材フレームモジュール31、31は、辺方向に配置された垂直な支持部材32と結合されている。支持部材32は縦材フレームモジュール31と同じ高さとされている。図示例の場合、縦材フレームモジュール31、31のうち、支持部材32より外側部分は外壁部33と同じ高さに揃えられている。符号34は水返しを指している。
この複合構造モジュール3は、全体としての総重量がクレーン等による吊り込み作業に支障ない大きさに形成されている。もっとも、この複合構造モジュール3は、鉄筋コンクリート造として製作することには限らない。鉄骨造、或いは木造、石造りなどとして実施することもできる。この点は、以下に説明する隅角構造モジュール4についても同様である。
床版30の辺方向に2本の緊結材通し孔35、35が貫通されている。また、前記二つの縦材フレームモジュール31、31における前記支持部材32より外側の部位、および内側の部位に各1個ずつ合計2個の緊結材通し孔36、36が、垂直方向に床版30をも貫通して設けられており、各孔の出入り口には箱形の緊結材定着口36aが適度な深さに形成されている。
図8中の符号6は、上下層に異なる複合構造モジュール3における縦材フレームモジュール31の上記緊結材通し孔36へ通すべく用意されたPC鋼材等の緊結材であり、その下端は縦材フレームモジュール31へ定着具7で定着されている。緊結材6は、その上に積み重ねられる上層の構造モジュール3又は複合構造モジュールにおける上記の緊結材通し孔36と中心が一致する位置(図11を参照)に設けられている。前記緊結材6は、上層の構造モジュール3又は複合構造モジュールを吊り込み積層する以前に予め定着され、上層の構造モジュール3又は複合構造モジュールは、その縦材フレームモジュール31、31における緊結材通し孔36を前記の緊結材6と一致させ、緊結材通し孔36へ緊結材6を通しつつ吊り込んで積層作業を行う。
The structural module 3 shown in FIG. 8 has a dimension corresponding to the inclination angle (50 ° in the illustrated example) of the quadrangular pyramid structure on the upper surface of the horizontal floor slab 30 whose side length is divided by about 3 m. It is configured as a composite structure module in which two vertical member frame modules 31 and 31 in a form protruding linearly inwardly are assembled with an appropriate interval in the side direction.
The two vertical member frame modules 31, 31 are coupled to a vertical support member 32 arranged in the side direction. The support member 32 has the same height as the vertical member frame module 31. In the case of the illustrated example, the outer portion of the longitudinal member frame modules 31, 31 is aligned at the same height as the outer wall portion 33. Reference numeral 34 indicates a water return.
The composite structure module 3 is formed in such a size that the total weight as a whole does not hinder the suspension work by a crane or the like. However, the composite structure module 3 is not necessarily manufactured as a reinforced concrete structure. It can also be implemented as a steel structure, a wooden structure, or a stone structure. This also applies to the corner structure module 4 described below.
Two binding material through-holes 35, 35 are penetrated in the side direction of the floor slab 30. In addition, a total of two binding material through holes 36, 36, one for each of the two vertical member frame modules 31, 31 on the outer side and the inner side of the support member 32, are in the vertical direction. A box-shaped binder fixing port 36a is formed at an appropriate depth at the entrance of each hole.
Reference numeral 6 in FIG. 8 is a binding material such as PC steel prepared to pass through the binding material through hole 36 of the vertical frame module 31 in the composite structure module 3 different in the upper and lower layers, and the lower end thereof is the vertical frame. The module 31 is fixed by the fixing tool 7. The binding material 6 is provided at a position (see FIG. 11) whose center coincides with the above-described binding material through hole 36 in the upper structural module 3 or the composite structural module stacked thereon. The binding material 6 is fixed in advance before the upper structure module 3 or the composite structure module is suspended and laminated. The upper structure module 3 or the composite structure module is connected to the vertical material frame modules 31 and 31 through the binding material through holes. 36 is matched with the above-described binding material 6, and the stacking operation is performed by suspending the binding material 6 through the binding material through hole 36.

次に、図9に示した隅角構造モジュール4は、やはりプレキャストコンクリート部材として構成した実施例である。これは平面視がほぼ正方形で、外隅部44と内隅部45を有する一辺の長さが約2mの床版40の上面に、四角錐構造物の直角な二辺に対しそれぞれ直角方向に配置された壁板41、41を備え、更に前記二つの壁柱41、41の中間部位に直角二方向に平面視がL型をなす垂直な周壁42が設けられている。前記周壁42の下部には、内方に断面L字形に連続する水平板46が設けられている。床版40の外縁部には外壁部43が前記壁板41と同じ高さ(約30cm)で一体的に設けられている。前記床版40には、四角錐構造物の直角な二辺方向に、上記の構造モジュール3又は複合構造モジュールの床版30に設けられた緊結材通し孔35と共通する配置と口径で、2本ずつ緊結材通し孔47、47および48、48が貫通状態に設けられ、各々の出入り口には箱形の緊結材定着口47a、48aが適度な深さに形成されている。   Next, the corner structure module 4 shown in FIG. 9 is an embodiment configured as a precast concrete member. This is substantially square in a plan view, and has an outer corner portion 44 and an inner corner portion 45 on one side of the upper surface of the floor slab 40 having a length of about 2 m, and perpendicular to the two perpendicular sides of the quadrangular pyramid structure. The wall plates 41 and 41 are provided, and a vertical peripheral wall 42 having an L shape in plan view in two directions at right angles is provided at an intermediate portion between the two wall pillars 41 and 41. A horizontal plate 46 that is continuous in an L-shaped cross section is provided inward at the lower portion of the peripheral wall 42. An outer wall portion 43 is integrally provided at the outer edge portion of the floor slab 40 at the same height (about 30 cm) as the wall plate 41. The floor slab 40 has an arrangement and caliber common to the binding material through-hole 35 provided in the floor slab 30 of the structure module 3 or the composite structure module in two perpendicular directions of the quadrangular pyramid structure. The binding material through holes 47, 47 and 48, 48 are provided in a penetrating manner, and box-shaped binding material fixing ports 47a, 48a are formed at appropriate depths at the respective entrances.

図6と図7は、上記した構造モジュール3又は複合構造モジュールと、隅角構造モジュール4とを組み合わせて水平環状フレーム体A(等高線閉鎖形モジュール)を組み立てた構成例を示している。図中の符号3’は、既述したように階層毎に異なる水平環状フレーム体Aの辺方向長さの変化に合わせて、構造モジュール3又は複合構造モジュールの分割長さを調整したものを示す。この構造モジュール3’(又は複合構造モジュール。以下同じ。)は、長さを短く分割された分、縦材フレームモジュール31が単一の構成とされている。もっとも、クレーンによる吊り込み能力に可能性があれば、構造モジュール3’は逆に縦材フレームモジュール31が3個と長い構成で実施することもできる。   6 and 7 show a configuration example in which the horizontal annular frame body A (contour closed type module) is assembled by combining the structure module 3 or the composite structure module and the corner structure module 4 described above. Reference numeral 3 ′ in the figure indicates that the division length of the structural module 3 or the composite structural module is adjusted in accordance with the change in the length in the side direction of the horizontal annular frame A that differs for each layer as described above. . The structural module 3 ′ (or the composite structural module; the same applies hereinafter) has a single vertical frame module 31 corresponding to the length divided. However, if there is a possibility of the lifting ability by the crane, the structural module 3 ′ can be implemented with a configuration in which the three vertical member frame modules 31 are long.

上記したように四角錐構造物の水平環状フレーム体Aを辺の長手方向に分割しした構成の上記構造モジュール3又は3’と隅角構造モジュール4は、下層の水平環状フレーム体A(等高線閉鎖形モジュール)の上に置いて横一連に並べ、各モジュール3、4の緊結材通し孔35と47、および35と48へそれぞれPCケーブル等の緊結材5を共通に通してゆき、図10に示したように、両端の隅角構造モジュール4に用意した箱形をなす定着口47a、48aにおいて、各緊結材5へ適度な緊張力(プレストレス)を導入して圧着し公知の定着具7により定着して緊結が行われ、もって一層分の水平環状フレーム体Aが構築される。従って、当該層の水平環状フレーム体A(等高線閉鎖形モジュール)は、前記緊結の段階で1個の閉鎖形モジュールとなって構造的に安定化する。   As described above, the horizontal annular frame body A of the quadrangular pyramid structure is divided in the longitudinal direction of the side, and the structure module 3 or 3 ′ and the corner structure module 4 have the horizontal annular frame body A (contour line closure) 10 and are arranged side by side in series, and the binding material 5 such as a PC cable is passed through the binding material through holes 35 and 47 and 35 and 48 of the modules 3 and 4 in common. As shown in the figure, the fixing ports 47 a and 48 a having a box shape prepared in the corner structure module 4 at both ends are introduced with appropriate tension (pre-stress) into the respective binding materials 5 and pressure-bonded to each other to fix the known fixing device 7. As a result, fixing and tightening are performed, so that a horizontal annular frame A for one layer is constructed. Accordingly, the horizontal annular frame body A (contour closed type module) of the layer is structurally stabilized as one closed type module in the fastening stage.

こうして一層分を完成された水平環状フレーム体A(等高線閉鎖形モジュール)は、個々の構造モジュール3を下層の水平環状フレーム体A(等高線閉鎖形モジュール)の上に載せて横に一連に並べた段階で、図11に示すように垂直な緊結材6で圧着し緊結して積み重ね状態の構造的安定性が確立される。既述したとおり、予め図8のように下層の水平環状フレーム体Aの縦材フレームモジュール31、31に用意した垂直上向きの緊結材6に対して、その上に積み重ねる上層の構造モジュール3は、その縦材フレームモジュール31における緊結材通し孔36、36を一致させて吊り込むことにより、緊結材6の通し作業も合一に行う。しかる後に、各緊結材通し孔36の出入り口に形成された箱形の定着口36aを利用して、各緊結材6へ適度な緊張力(プレストレス)を導入して圧着した上で、公知の定着具7により定着して緊結が行われる。
こうして各階層の水平環状フレーム体A(等高線閉鎖形モジュール)は、各構造モジュール3が1本の緊結材6を原則的に3層に跨って強固に圧着し緊結される。しかも、1層の縦材フレームモジュール31は実質的に内外2本の緊結材6、6で緊結されるので、各層の構造モジュール3が四角錐構造物の傾斜角度に対応する寸法だけ内方へせり出して積層されていても、支保工を必要とすることなく安定で安全な構築作業と積層構造を実現できる。
In the horizontal annular frame A (contour closed type module) thus completed in one layer, the individual structural modules 3 are placed on the lower horizontal annular frame A (contour closed type module) and arranged side by side. At the stage, as shown in FIG. 11, the structural stability of the stacked state is established by crimping and tightening with the vertical binding material 6. As described above, the upper structural module 3 stacked on the vertical upward binding material 6 prepared in advance in the vertical frame module 31, 31 of the lower horizontal annular frame A as shown in FIG. The binding material through-holes 36 and 36 in the vertical frame module 31 are suspended so as to coincide with each other, so that the binding material 6 is also threaded together. Thereafter, using a box-shaped fixing port 36a formed at the entrance / exit of each binding material through hole 36, an appropriate tension force (pre-stress) is introduced into each binding material 6 and is crimped. Fixing is performed by fixing by the fixing tool 7.
In this way, the horizontal annular frame body A (contour line closed type module) of each layer is tightly bonded by each structural module 3 firmly in principle over one layer of the binding material 6 across three layers. In addition, since the single-layer vertical member frame module 31 is substantially fastened by the two inner and outer binding members 6, 6, the structural module 3 of each layer is inward by a dimension corresponding to the inclination angle of the quadrangular pyramid structure. Even if they are protruding and stacked, a stable and safe construction work and a stacked structure can be realized without requiring support work.

上記したように、本発明の構築方法は、水平環状フレーム体A(等高線閉鎖形モジュール)を一層ずつ積層してゆき、それらを各層毎に圧着工法で緊結することにより組み立てを完成しつつ構築を進めるから、多角錐構造物であっても、支保工を全く必要としないで構築することができる。
そして、多角錐構造物の隅角部(稜線上)に、棟木、棟梁のような棟構造材を持たないフレーム構造であるから、そうした稜線上の棟構造材と水平方向材との接合仕口が一切存在せず、接合が無用であるから、仕口の加工や接合作業という面倒さがない。
上記したように多角錐構造物の隅角部の稜線上に棟木、棟梁のような棟構造材を持たないフレーム構造であるが故に、本願発明の構築方法で構築した多角錐構造物は、図12に例示したように、隅角部の位置Bが開けてシンプルな、しかも開放感に富んで軽快な空間の構成となる。
As described above, the construction method of the present invention is constructed by laminating the horizontal annular frame body A (contour line closed type module) one by one, and fastening them by a crimping method for each layer, while completing the assembly. Since it advances, even a polygonal pyramid structure can be constructed without requiring any support work.
And since it is a frame structure that does not have a ridge structure material such as purlin or ridge beam at the corner (on the ridge line) of the polygonal pyramid structure, the joint connection between the ridge structure material on the ridge line and the horizontal material Since there is no such thing and joining is unnecessary, there is no hassle of joint processing and joining work.
As described above, the polygonal pyramid structure constructed by the construction method of the present invention is a frame structure that does not have a ridge structure material such as a purlin or a ridge beam on the ridgeline of the corner of the polygonal pyramid structure. As illustrated in FIG. 12, the position B of the corner portion is opened, and the structure of the space is simple and rich in openness.

以上に本発明を図示した実施例に基いて説明したが、もちろん、本発明の技術的思想は上記実施例の限りではない。本発明の要旨、技術的思想を逸脱しない範囲で、当業者が通常行う設計変更ないし応用変形を含めて、多様に実施することができるのである。   Although the present invention has been described based on the illustrated embodiment, of course, the technical idea of the present invention is not limited to the above embodiment. The present invention can be implemented in various ways including design changes and application modifications that are usually made by those skilled in the art without departing from the gist and technical idea of the present invention.

本発明の四角錐構造物のフレーム構造を概念的に示す斜視図である。It is a perspective view which shows notionally the frame structure of the quadrangular pyramid structure of this invention. 四角錐構造物の基礎構造を示す鳥瞰図である。It is a bird's-eye view which shows the basic structure of a quadrangular pyramid structure. 前記基礎構造の上に水平環状フレーム体(等高線閉鎖形モジュール)を数層積層した構築途中を示す鳥瞰図である。It is a bird's-eye view which shows the middle of construction which laminated several layers of a horizontal annular frame (contour line closed type module) on the foundation structure. 水平環状フレーム体の積層が更に進んだ構築途中を示す鳥瞰図である。It is a bird's-eye view which shows the middle of construction which lamination of a horizontal annular frame object advanced further. 完成した四角錐構造物を示す鳥瞰図である。It is a bird's-eye view which shows the completed quadrangular pyramid structure. 四角錐構造物を構成する水平環状フレーム体の割付例を示す平面図である。It is a top view which shows the example of allocation of the horizontal annular frame body which comprises a quadrangular pyramid structure. 水平環状フレーム体の異なる層の割付例を示す平面図である。It is a top view which shows the example of allocation of the different layer of a horizontal annular frame body. 水平環状フレーム体の辺方向長さを分割した複合構造モジュールの一例を示す斜視図である。It is a perspective view which shows an example of the composite structure module which divided | segmented the edge direction length of the horizontal annular frame body. 隅角構造モジュールの一例を示す斜視図である。It is a perspective view which shows an example of a corner structure module. 水平環状フレーム体(等高線閉鎖形モジュール)の組み立て要領を主要部について示す平面図である。It is a top view which shows the assembly point of a horizontal annular frame body (contour line closed type module) about the principal part. 水平環状フレーム体(等高線閉鎖形モジュール)の積層構造を示す垂直断面図である。It is a vertical sectional view showing a laminated structure of a horizontal annular frame body (contour closed module). 角錐構造物の隅角部を内側から見上げた景観図である。It is the landscape figure which looked up at the corner part of a pyramid structure from the inside. 従来の四角錐構造物のフレーム構造を示す斜視図である。It is a perspective view which shows the frame structure of the conventional quadrangular pyramid structure. 従来の角錐構造物の棟構造材の軸力図である。It is an axial force figure of the ridge structure material of the conventional pyramid structure.

符号の説明Explanation of symbols

A 水平環状フレーム体(等高線閉鎖形モジュール)
C 縦材フレーム
3 構造モジュール
4 隅角構造モジュール
30 床版
31 縦材フレームモジュール
32 支持部材
35、36 緊結材通し孔
40 床版
47、48 緊結材通し孔
5、6 緊結材
7 定着具
A Horizontal annular frame (Contour closed type module)
C Vertical material frame 3 Structural module 4 Corner structure module 30 Floor slab 31 Vertical material frame module 32 Support member 35, 36 Tightening material through hole 40 Floor slab 47, 48 Tightening material through hole 5, 6 Tightening material 7 Fixing tool

Claims (5)

構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体と、
前記多角形の水平環状フレーム体の各隅角部の位置を除き、各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置され上下の水平環状フレーム体を繋ぎ支持する縦材フレームとで主要フレームが構成されていることを特徴とする、稜線に構造材を持たない多角錐構造物。
A horizontal annular frame body having a polygonal closed shape in plan view equivalent to a horizontal cut of the outer shape of the polygonal pyramid structure to be constructed;
Except for the position of each corner portion of the polygonal horizontal annular frame body, a plurality of vertical material frames that are arranged in parallel in the vertical direction along the outer shape of the structure on each side and connect and support the upper and lower horizontal annular frame bodies. A polygonal pyramid structure that does not have a structural material on the ridgeline, characterized in that the main frame is composed of
多角形の水平環状フレーム体は、その隅角部を除いて各辺を長手方向に複数に分割した構造、大きさの構造モジュールを、辺の長手方向に一連に並べ緊結材で圧着し緊結した構成とされていることを特徴とする、請求項1に記載した稜線に構造材を持たない多角錐構造物。   Polygonal horizontal annular frame body is structured by dividing each side into a plurality of lengths in the longitudinal direction except for the corners. It is set as the structure, The polygonal pyramid structure which does not have a structural material in the ridgeline of Claim 1 characterized by the above-mentioned. 多角形の水平環状フレーム体は、その隅角部を除いて各辺を長手方向に複数に分割した構造、大きさの構造モジュールと、上下に隣接する水平環状フレーム体相互間の一層分の高さに分割した構造、大きさの縦材フレームモジュールとによる複合構造モジュールを、辺の長手方向に一連に並べ緊結材で圧着し緊結して構成され、前記縦材フレームモジュールを利用して上下の水平環状フレーム体を積み重ね緊結した構成とされていることを特徴とする、請求項1又は2に記載した稜線に構造材を持たない多角錐構造物。   The polygonal horizontal annular frame body has a structure module having a structure and size in which each side is divided into a plurality of parts in the longitudinal direction except for the corners, and a height of one layer between the horizontal annular frame bodies adjacent to each other vertically. A composite structure module composed of a vertically divided frame module and a vertical frame module having a size divided into a series is arranged in the longitudinal direction of the side and crimped with a binding material. The polygonal pyramid structure having no structural material on a ridgeline according to claim 1 or 2, characterized in that a horizontal annular frame is stacked and tightened. 構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体と、前記多角形の水平環状フレーム体における各隅角部の位置を除いて各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置され上下の水平環状フレーム体を繋ぎ支持する縦材フレームとで主要フレームを構成された多角錐構造物を構築する方法であって、
前記水平環状フレーム体は、その隅角部について分割した隅角構造モジュールと、各辺を長手方向に分割したに等しい形状、構造の構造モジュールとで構成するものとし、
前記構造モジュールはその水平な床版の上に縦材フレームモジュールを一層分の高さに設けた複合構造モジュールとして構成し、前記床版に辺の長手方向に貫通する緊結材通し孔を設け、また、前記縦材フレームモジュールと床版を垂直方向に貫通する緊結材通し孔を設け、この複合構造モジュールの前記床版を下層の複合構造モジュールにおける縦材フレームモジュールの上に載せて水平環状フレーム体の辺方向に複数横一連に並べる段階と、
水平環状フレーム体の隅角部について分割した前記隅角構造モジュールは、隅角部の角度に沿って屈曲された床版に、その両側の二辺方向に貫通する緊結材通し孔を設け、水平環状フレーム体の隅角部の位置へ、その床版を二辺方向の前記複合構造モジュールの床版と一連となる配置に並べる段階と、
前記隅角構造モジュールとその両側の二辺を形成する前記複合構造モジュールとを、各モジュールの床版の緊結材通し孔へ共通に貫通させた緊結材により相互に圧着し緊結して等高線上毎に平面視が多角形で閉鎖形状の水平環状フレーム体を構築する段階と、
次上位の水平環状フレーム体は、前記複合構造モジュールを、その縦材フレームモジュールが多角錐構造物における各辺の構造物外形面の傾斜角度に対応する寸法だけ内方へせり出す配置で下層の水平環状フレーム体の上に並べ、隅角構造モジュールと組合せ、各モジュールの床版の緊結材通し孔へ共通に貫通させた緊結材により圧着し緊結して一層の水平環状フレーム体を完成し、更に前記上下層の水平環状フレーム体同士は各縦材フレームモジュールの緊結材通し孔へ共通に貫通させた緊結材により圧着し緊結して積層する段階とを繰り返すことを特徴とする、稜線に構造材を持たない多角錐構造物の構築方法。
The polygonal pyramid structure to be constructed is a polygonal, closed horizontal annular frame body that is equivalent to a circular cut of the outer shape of the polygonal pyramid structure, and each corner except for the position of each corner in the polygonal horizontal annular frame body. A method of constructing a polygonal pyramid structure in which a main frame is composed of a plurality of vertically arranged vertical frame frames that are arranged substantially in parallel in the vertical direction along the outer shape of the side structure and connect the upper and lower horizontal annular frame bodies. ,
The horizontal annular frame body is composed of a corner structure module divided with respect to the corner portion, and a structure module having a shape and a structure equal to each side divided in the longitudinal direction,
The structural module is configured as a composite structural module in which a vertical material frame module is provided at a height of one layer on the horizontal floor slab, and a binding material through hole penetrating in the longitudinal direction of the side is provided in the floor slab, Further, there is provided a binding material through-hole penetrating the vertical member frame module and the floor slab in the vertical direction, and the floor slab of the composite structure module is placed on the vertical member frame module in the lower composite structure module to form a horizontal annular frame. Arranging multiple horizontal rows in the direction of the side of the body,
The corner structure module divided about the corner portion of the horizontal annular frame body is provided with fastening material through holes penetrating in two directions on both sides of the floor slab bent along the corner portion, and horizontally Arranging the floor slab in a series of arrangements with the floor slab of the composite structure module in two sides to the position of the corner of the annular frame body;
The corner structure module and the composite structure module forming the two sides on both sides of the corner structure module are bonded to each other by using a bonding material that is commonly penetrated into a bonding material through hole of a floor slab of each module. A step of constructing a horizontal annular frame body having a polygonal shape in a plan view and a closed shape;
The next upper horizontal annular frame body is configured such that the composite structure module is arranged so that the vertical frame module protrudes inward by a dimension corresponding to the inclination angle of the structure outer surface of each side of the polygonal pyramid structure. Arranged on the annular frame body, combined with the corner structure module, crimped and bonded with a binding material commonly passed through the binding material through hole of the floor slab of each module to complete one horizontal annular frame body, and A structure material on a ridge line, wherein the horizontal annular frame bodies of the upper and lower layers are repeatedly bonded and laminated by a bonding material that is commonly passed through the bonding material through-holes of the vertical frame modules. To construct a polygonal pyramid structure that does not have an edge.
構築するべき多角錐構造物の外形を水平に輪切りしたに等しい平面視が多角形で閉鎖形状の水平環状フレーム体と、前記多角形の水平環状フレーム体の各隅角部の位置を除き、各辺の構造物外形面に沿って上下方向にほぼ平行に複数配置して上下の水平環状フレーム体を繋ぎ支持する縦材フレームとにより主要フレームが構成されている多角錐構造物であって、
前記水平環状フレーム体は、その隅角部について分割した隅角構造モジュールと、各辺を長手方向に分割したに等しい形状、構造の構造モジュールとで構成されており、
前記構造モジュールはその水平な床版の上に縦材フレームモジュールを一層分の高さに設けた複合構造モジュールとして構成され、前記床版に辺の長手方向に貫通する緊結材通し孔が設けられ、また、前記縦材フレームモジュールと床版を垂直方向に貫通する緊結材通し孔が設けられ、前記複合構造モジュールは床版を下層の複合構造モジュールにおける縦材フレームモジュールの上に載せて水平環状フレーム体の辺方向に横一連に並べられており、
水平環状フレーム体の隅角部について分割した隅角構造モジュールは、隅角部の角度に沿って屈曲された床版に、その両側の二辺方向に貫通する緊結材通し孔を設けた構成とされ、その床版を、水平環状フレーム体の隅角部位置へ両側の複合構造モジュールの床版と一連に並べて設置されており、
前記隅角構造モジュールとその両側の二辺を形成する複合構造モジュールとは、それぞれの床版の緊結材通し孔へ共通に貫通させた緊結材により相互に圧着し緊結して等高線上毎に平面視が多角形で閉鎖形状の水平環状フレーム体が構成され、
次上位の水平環状フレーム体は、前記複合構造モジュールを、その縦材フレームモジュールが多角錐構造物の各辺の構造物外形面の傾斜角度に対応する寸法だけ内方へせり出す配置で下層の水平環状フレーム体の上に並べられ、隅角構造モジュールを組合せ、各モジュールの床版の緊結材通し孔へ水平方向に貫通させた緊結材により圧着し緊結して一層の水平環状フレーム体が構築され、更に前記上下層の水平環状フレーム体同士は各縦材フレームモジュールの緊結材通し孔へ上下方向に貫通させた緊結材によって圧着し緊結して積層されていることを特徴とする、稜線に構造材を持たない多角錐構造物。
The polygonal pyramid structure to be constructed has a polygonal, closed horizontal annular frame that is equivalent to a horizontal cut of the outer shape of the polygonal pyramid structure, and the positions of the corners of the polygonal horizontal annular frame, A polygonal pyramid structure in which a main frame is constituted by a vertical frame that connects and supports the upper and lower horizontal annular frame bodies by arranging a plurality of substantially parallel in the vertical direction along the outer structure surface of the side,
The horizontal annular frame body is composed of a corner structure module divided about the corner portion, and a structure module having the same shape and structure as each side divided in the longitudinal direction,
The structural module is configured as a composite structural module in which a vertical frame module is provided at a height of one layer on a horizontal floor slab, and a binding material through hole penetrating in the longitudinal direction of the side is provided in the floor slab. In addition, there is provided a binding material through-hole that vertically penetrates the vertical frame module and the floor slab, and the composite structure module has a horizontal annular shape with the floor slab placed on the vertical frame module in the lower composite structure module. It is arranged in a row in the side direction of the frame body,
The corner structure module divided about the corner portion of the horizontal annular frame body has a configuration in which a floor slab bent along the corner portion is provided with binding material through holes penetrating in two directions on both sides thereof. The floor slab is installed side by side with the floor slab of the composite structure module on both sides to the corner position of the horizontal annular frame body,
The corner structure module and the composite structure module forming the two sides on both sides of the corner structure module are bonded to each other by a bonding material that is commonly passed through the through holes of the floor slabs. A horizontal annular frame body with a polygonal view and a closed shape is configured,
The next upper horizontal annular frame body is formed by arranging the composite structure module so that the vertical frame module protrudes inward by a dimension corresponding to the inclination angle of the structure outer surface of each side of the polygonal pyramid structure. A horizontal annular frame body is constructed by combining corner structure modules arranged on the annular frame body, and crimping and fastening with a fastening material horizontally penetrated into the fastening material through hole of each module floor slab. Further, the horizontal annular frame bodies of the upper and lower layers are laminated by being bonded and bonded by a bonding material vertically penetrated into the bonding material through holes of each vertical frame module. Polygonal pyramid structure without material.
JP2005138839A 2005-05-11 2005-05-11 Polygonal pyramid structure without structural material at ridge line and method of constructing the same Pending JP2006316464A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206016A (en) * 2013-05-07 2013-07-17 费嘉琳 Pyramid-type building
CN112302178A (en) * 2020-10-28 2021-02-02 悉地国际设计顾问(深圳)有限公司 Conical building structure and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206016A (en) * 2013-05-07 2013-07-17 费嘉琳 Pyramid-type building
CN112302178A (en) * 2020-10-28 2021-02-02 悉地国际设计顾问(深圳)有限公司 Conical building structure and construction method thereof
CN112302178B (en) * 2020-10-28 2022-05-03 悉地国际设计顾问(深圳)有限公司 Conical building structure and construction method thereof

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