JPH08319673A - Continuous ridge simple multi-face building - Google Patents

Continuous ridge simple multi-face building

Info

Publication number
JPH08319673A
JPH08319673A JP16275195A JP16275195A JPH08319673A JP H08319673 A JPH08319673 A JP H08319673A JP 16275195 A JP16275195 A JP 16275195A JP 16275195 A JP16275195 A JP 16275195A JP H08319673 A JPH08319673 A JP H08319673A
Authority
JP
Japan
Prior art keywords
aggregate
section
building
hexagonal cross
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP16275195A
Other languages
Japanese (ja)
Inventor
Tadashi Aikawa
正 相川
Hiroshi Masuda
広 増田
Hiromi Yamashita
宏実 山下
Shigeo Nakazato
茂男 中里
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toho Sheet and Frame Co Ltd
Original Assignee
Toho Sheet and Frame Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toho Sheet and Frame Co Ltd filed Critical Toho Sheet and Frame Co Ltd
Priority to JP16275195A priority Critical patent/JPH08319673A/en
Publication of JPH08319673A publication Critical patent/JPH08319673A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To contrive to reinforce mechanical structure at a low cost and secure water resistance by connecting a plurality of multi-face structural bodies with each other and installing a panel to a roof area and a wall surface area and mounting a door material on the side surface of an aggregate removed wall surface in such a fashion that the door may be opened and closed freely. CONSTITUTION: Two multi-plane structural bodies are installed side by side on a plurality of concrete foundations 18 so that they may be connected. In this case, a cross section-hexagonal aggregate material is fixedly installed on both sides of a connection frame to be fixed slantingly between a sill and a beam with a fastener so that they may be connected. For example, a substantially triangle-shaped hard flat-shaped panel 20, such as a sandwich type shiplap panel is mounted on a roof and wall surface. Then, a door member 21, which is a hinged door, is installed to the central front of a part of the wall surface on the side where the aggregates are removed one by one so that the door may be opened and closed freely. This construction makes it possible to adjust the balance between the body by joining the roof with the wall surface and increase the mechanical strength irrespective of light weight.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、例えば緊急災害または
難民救済用ハウス、作業現場用簡易建物、園芸用ハウ
ス、バンガロー、店舗、売店、事務所、勉強部屋、倉
庫、物置、温室などに利用可能な連棟簡易多面建造物に
関するものである。
The present invention is used in, for example, emergency disaster or refugee relief houses, worksite simple buildings, horticultural houses, bungalows, stores, shops, offices, study rooms, warehouses, sheds, greenhouses, etc. It relates to a possible multi-story simple multi-sided building.

【0002】[0002]

【従来の技術】従来より、テントハウス、バンガロー、
露店などの組み立ておよび解体が容易な簡易建造物が多
く普及していることは周知のことである。この種の簡易
建造物はその骨組みとして鉄骨などの骨材を複数本用い
て、各骨材を相互に接合するための手段としてボルト・
ナットで骨材を直接接合したり、或いは溶接したり、さ
らには特殊な接合プレートなどの接合手段が採用されて
いるものである。
2. Description of the Related Art Conventionally, tent houses, bungalows,
It is well known that many simple structures such as stalls that are easy to assemble and dismantle are in widespread use. This kind of simple structure uses a plurality of aggregates such as steel frames as its skeleton, and bolts are used as a means for joining the aggregates to each other.
The aggregate is directly joined with a nut, welded, or a joining means such as a special joining plate is used.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記したよ
うに複数本の骨材を簡易建造物として組み立てるには、
ボルト・ナットだけでの接合は組み立て精度を高くする
ことができず、しかも組み立てが非常に繁雑である。ま
た、接合プレートを使用した簡易建造物にあっては、そ
れだけでは各骨材の位置決めが困難であり、しかも組み
立て強度や簡易建造物としての強度が低く、多機能に使
用可能に複数の部屋に区分けした広い大型の簡易建造物
を構成させることは勿論困難なことであり、このような
大型の簡易建造物を形成しようとするとコスト高となる
などの欠点があった。また、テントハウス、バンガロ
ー、露店などの簡易建造物では、機械強度が弱いから、
風雨にも弱く、利用範囲に制限がある。また、美観や防
犯に対しても劣るなどの欠点があった。
By the way, in order to assemble a plurality of aggregates as a simple building as described above,
Joining with only bolts and nuts cannot improve the assembly accuracy, and the assembly is very complicated. In addition, in a simple building using a joining plate, it is difficult to position each aggregate by itself, and the assembly strength and strength as a simple building are low, and it is possible to use it in multiple rooms for multiple functions. Of course, it is difficult to construct a large and divided large-sized simple building, and there is a drawback such that the cost becomes high when trying to form such a large-sized simple building. Also, in simple structures such as tent houses, bungalows, and stalls, the mechanical strength is weak,
It is weak against wind and rain, and its use range is limited. In addition, there were drawbacks such as poor appearance and crime prevention.

【0004】[0004]

【課題を解決するための手段】本発明の連棟簡易多面建
造物は、上記課題を解決すべくなされたものであり、骨
材接合プレートと所定長さの骨材とによってほぼ五角形
の土台部を形成し、この土台部上に前記骨材接合プレー
トと所定長さの骨材とによってほぼ五角形の梁部を形成
し、かつこの梁部上に前記骨材接合プレートと所定長さ
の骨材とによって屋根部を形成すると共に、前記土台部
と梁部との間に複数の三角形を上下交互に組み合わせて
壁面部を形成して、内部に空間部を形成するようにした
多面構造体を構成してなり、この多面構造体を複数個並
設配置して、連結手段により互いに連結し、前記屋根部
および前記壁面部にパネルを取り付け、この壁面部にお
いて前記骨材を一部除去した側の面に、ドア部材を開閉
自在に取り付けたことを特徴とする。
SUMMARY OF THE INVENTION A simple multi-storied building with multiple buildings according to the present invention has been made to solve the above-mentioned problems, and has an almost pentagonal base portion composed of an aggregate joining plate and an aggregate having a predetermined length. Forming a substantially pentagonal beam part on the base part by the aggregate-bonding plate and the aggregate having a predetermined length, and on the beam part, the aggregate-bonding plate and the aggregate having a predetermined length. And a roof portion is formed by and a plurality of triangles are alternately combined vertically between the base portion and the beam portion to form a wall surface portion, thereby forming a space portion inside, thereby forming a multi-sided structure. A plurality of the multi-sided structures are arranged side by side, connected to each other by connecting means, panels are attached to the roof portion and the wall surface portion, and a portion of the wall surface portion where the aggregate is partially removed is formed. The door member was attached to the surface so that it could be opened and closed. And wherein the door.

【0005】また、連棟簡易多面建造物において、前記
骨材接合プレートを、中央にほぼ五角形状の平坦部を有
し、かつこの平坦部の各辺より所定の角度に折り曲げて
形成し、各辺から断面六角形状骨材の幅寸法にほぼ対応
した幅寸法の骨材取付け溝をそれぞれ形成した外形が、
ほぼ五角形状またはほぼ円形状にして、かつ傘形状また
は台形状である骨材接合プレートとし、前記骨材を、頂
部と底部との長手方向に相対向して形成した平面部に貫
通孔をそれぞれ穿設し、前記頂部の平面部の両側端に傾
斜上面部を形成すると共に、所定の角度を有する頂角部
を相対向して形成し、前記底部の平面部の内面に、第1
のボルトの螺入によって前記骨材接合プレートに取り付
けるためのボルト受部材を固設した所定の長さを有する
断面六角形状骨材としたことを特徴とする。
Further, in a simple multi-story building with multiple ridges, the aggregate-bonding plate has a substantially pentagonal flat portion in the center, and is formed by bending each side of the flat portion at a predetermined angle. The outer shape of the aggregate mounting groove with a width dimension that corresponds approximately to the width dimension of the hexagonal section cross section from the side,
An aggregate-bonding plate having a substantially pentagonal shape or a substantially circular shape and having an umbrella shape or a trapezoidal shape, and the through-holes are formed in flat portions formed by facing each other in the longitudinal direction of the top portion and the bottom portion. The inclined top surface portions are formed at both ends of the flat surface portion of the top portion, and vertical corner portions having a predetermined angle are formed to face each other.
The hexagonal cross-section aggregate having a predetermined length is fixedly provided with a bolt receiving member for attaching to the aggregate joining plate by screwing the bolt.

【0006】さらに、連棟簡易多面建造物において、前
記断面六角形状骨材の頂部側から前記貫通孔に挿通させ
るボルト受部材を固設した所定の幅および所定の長さを
有する外側当板と、前記断面六角形状骨材の底部側から
前記貫通孔に挿通させ、この断面六角形状骨材の頂部に
固設したボルト受部材の雌捩子に螺入させる第2のボル
トとを具備したことを特徴とする。
Further, in a simple multi-storied building with multiple buildings, an outer contact plate having a predetermined width and a predetermined length, in which a bolt receiving member to be inserted into the through hole from the top side of the hexagonal cross-section aggregate is fixed. A second bolt that is inserted into the through hole from the bottom side of the hexagonal section aggregate and is screwed into a female screw of a bolt receiving member fixed to the top of the hexagonal section aggregate. Is characterized by.

【0007】さらに、連棟簡易多面建造物において、前
記断面六角形状骨材の底部側から貫通孔に挿通させる前
記第2のボルトを挿通させる貫通孔を穿設した所定の幅
および所定の長さを有する内側当板とを具備したことを
特徴とする。
Further, in the simple multi-storied building with a continuous ridge, a predetermined width and a predetermined length in which a through hole for inserting the second bolt to be inserted into the through hole from the bottom side of the hexagonal cross section is formed. And an inner contact plate having

【0008】さらに、連棟簡易多面建造物において、前
記梁部の骨材接合プレートと屋根部における頂部の骨材
接合プレートとの間に、断面六角形状骨材を取り付け
て、複数個の三角形を形成し、さらに前記梁部の骨材接
合プレートと土台部の骨材接合プレートとの間に、前記
断面六角形状骨材を取り付けて、複数個の三角形を上下
交互に組み合わせて形成し、前記土台部の各断面六角形
状骨材間に、複数個のフレームを放射状に取り付けて、
複数個の三角形を形成し、これら各三角形にほぼ三角形
状のパネルをそれぞれ取り付けるようにしたことを特徴
とする。
Further, in the multi-storied multi-storied building, a hexagonal cross-section aggregate is attached between the aggregate joint plate of the beam portion and the aggregate joint plate of the roof portion to form a plurality of triangles. And further, the hexagonal cross-section aggregate is attached between the aggregate joint plate of the beam portion and the aggregate joint plate of the base portion, and a plurality of triangles are alternately combined to form the triangle. A plurality of frames are attached radially between the hexagonal aggregates of each section,
It is characterized in that a plurality of triangles are formed and a panel having a substantially triangular shape is attached to each of these triangles.

【0009】また、連棟簡易多面建造物において、前記
外側当板に固設したボルト受部材を、タカナットまたは
袋ナットとしたことを特徴とする。また、連棟簡易多面
建造物において、前記断面六角形状骨材の底部の平面部
の内面に固設したボルト受部材を、タカナットとしたこ
とを特徴とする。
Further, in the simple multi-storied building with multiple buildings, the bolt receiving member fixed to the outer contact plate is a taka nut or a cap nut. Further, in the multi-storied multi-storied building, the bolt receiving member fixed to the inner surface of the flat surface of the bottom of the hexagonal aggregate in cross section is a Taka nut.

【0010】[0010]

【実施例】図1は、本発明の連棟簡易多面建造物の好適
な一実施例を示す外観正面図であり、図2は、同連棟簡
易多面建造物におけるドア部材を開いた状態を示す外観
正面図である。図3は、パネルを取り付ける前の同連棟
簡易多面建造物の背面斜視図である。図4は、同連棟簡
易多面建造物の床パネル構成を示す概略平面図である。
図5は、同連棟簡易多面建造物の連結手段の要部を示す
概略説明図である。図6は、同連棟簡易多面建造物に使
用される断面六角形状骨材の一実施例を示す斜視図であ
る。図7は、同連棟簡易多面建造物の骨材接合プレート
と断面六角形状骨材とパネルとの取り付け状態を示す概
略部分平面図であり、図8は、同連棟簡易多面建造物の
要部を示す概略部分平面図である。図9は、同連棟簡易
多面建造物の骨材接合プレートへの断面六角形状骨材の
取付け状態を示す概略部分側面図である。図10は、同
連棟簡易多面建造物のパネル取付け構造の一実施例を示
す断面図であり、図11は、同部分平面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an external front view showing a preferred embodiment of a multi-story multi-story building of the present invention, and FIG. 2 shows a state in which a door member of the multi-story multi-story building is opened. FIG. FIG. 3 is a rear perspective view of the simple multi-story building of the same building before the panel is attached. FIG. 4 is a schematic plan view showing a floor panel structure of the same multi-story simple multi-sided building.
FIG. 5 is a schematic explanatory view showing a main part of a connecting means of the same multi-story simple multi-sided building. FIG. 6 is a perspective view showing an example of an aggregate having a hexagonal cross section used for a simple multi-storied building of the same building. FIG. 7 is a schematic partial plan view showing an attachment state of an aggregate joining plate, a hexagonal cross-section aggregate and a panel of the same multi-story simple multi-sided building, and FIG. It is a schematic partial top view which shows a part. FIG. 9 is a schematic partial side view showing a state in which the hexagonal cross-section aggregate is attached to the aggregate-bonding plate of the simple multi-faced building in the same building. FIG. 10 is a sectional view showing an embodiment of a panel mounting structure of the same multi-story simple multi-sided building, and FIG. 11 is a partial plan view of the same.

【0011】本発明の連棟簡易多面建造物100の好適
な一実施例は、後記多面構造体17を2連棟とした場合
であり、各図に沿って説明する。例えば鉄鋼製、アルミ
ニューム製、プラスチックス製などの骨材接合プレート
10と、所定の同一長さの例えば鉄鋼製、アルミニュー
ム製、プラスチックス製などの断面六角形状骨材11と
によってほぼ五角形の土台部12を形成し、この土台部
12上に、前記骨材接合プレート10と所定長さの断面
六角形状骨材11とによってほぼ五角形の梁部13を形
成し、かつこの梁部13上に、前記骨材接合プレート1
0と所定長さの断面六角形状骨材11とによって屋根部
14を形成すると共に、前記土台部12と梁部13との
間に、複数の三角形を上下交互に組み合わせて壁面部1
5を形成して、内部に空間部16を形成した多面構造体
17を構成する。
A preferred embodiment of the multi-story building 100 of the present invention is a case where the multi-faced structure 17 described later is made into two multi-story buildings, which will be described with reference to the drawings. For example, an aggregate joining plate 10 made of steel, aluminum, plastics, etc. and a hexagonal aggregate 11 having a predetermined same length, for example, steel, aluminum, plastics, etc., having a hexagonal cross section form a substantially pentagonal shape. A base portion 12 is formed, and a substantially pentagonal beam portion 13 is formed on the base portion 12 by the aggregate joining plate 10 and the hexagonal aggregate 11 having a predetermined length, and on the beam portion 13. , The aggregate bonding plate 1
The roof portion 14 is formed of 0 and the hexagonal aggregate 11 having a predetermined length, and the wall portion 1 is formed by alternately combining a plurality of triangles between the base portion 12 and the beam portion 13 in the vertical direction.
5 is formed to form a multifaceted structure 17 having a space 16 formed therein.

【0012】2個の多面構造体17を、図3に示すよう
に複数のコンクリート基礎18の上に並設配置し、これ
らの中間において後記連結手段19により互いに連結す
る。そして、例えばサンドイッチ型アイジャクリパネル
(金属表面材+プラスチックフォーム30mm+硬質化
粧合板)のごときほぼ三角形状の硬質平面状パネル20
が、前記屋根部14および前記壁面部15に、適宜の取
り付け手段によって取り付けられる。この壁面部15の
一部において、前記骨材11を1個づつ除去した側の中
央正面に、開き戸からなるドア部材21を開閉自在に取
り付けられている。39は、前記壁面部15の一部に取
り付けられている窓である。
The two multi-sided structures 17 are arranged in parallel on a plurality of concrete foundations 18 as shown in FIG. 3, and are connected to each other by connecting means 19 described later in the middle thereof. And, for example, a substantially flat hard-plane panel 20 such as a sandwich type eye-jelly panel (metal surface material + plastic foam 30 mm + hard decorative plywood).
Is attached to the roof portion 14 and the wall surface portion 15 by appropriate attachment means. In a part of the wall surface portion 15, a door member 21 made of a hinged door is openably and closably attached to the central front surface on the side where the aggregates 11 are removed one by one. Reference numeral 39 is a window attached to a part of the wall surface portion 15.

【0013】このような、本実施例の2連棟簡易多面建
造物によると、屋根部14、壁面部15の合体により機
体のバランスに優れ、軽量にも拘らず、機械的強度が大
となり、風雨にも強くなる。また、コストの安価な大型
の連棟簡易多面建造物が得られ、建造物の利用範囲も拡
大される。
According to the two-story simple multi-faceted structure of this embodiment, the roof portion 14 and the wall portion 15 are united to provide an excellent balance of the machine body, and despite its light weight, the mechanical strength is large. Strong against wind and rain. In addition, large-scale simple multi-story buildings with low cost can be obtained, and the range of use of the buildings can be expanded.

【0014】前記連結手段19は、図3および図5に示
すように2個の多面構造体17の間に互いに連結可能に
配置されている。すなわち、この連結手段19は、次の
ように構成されている。19aは、前記土台部12と梁
部13との間に斜めに固定されている所定長さの連結フ
レームで、この連結フレーム19aの両側には、前記断
面六角形状骨材11が複数の締結具19bにより固定さ
れている。
As shown in FIGS. 3 and 5, the connecting means 19 is arranged between the two multi-faced structures 17 so that they can be connected to each other. That is, the connecting means 19 is configured as follows. Reference numeral 19a denotes a connecting frame of a predetermined length fixed obliquely between the base portion 12 and the beam portion 13. On both sides of the connecting frame 19a, a plurality of fasteners having the hexagonal cross-section aggregate 11 are provided. It is fixed by 19b.

【0015】図5に示す連結手段19においては、2個
の多面構造体17の梁部13における骨材接合プレート
10が、前記断面六角形状骨材11にボルトによりそれ
ぞれ固定されている。なお、土台部12においても、図
示しないが図5に示す連結手段19と同様に土台部12
における骨材接合プレート10が、前記断面六角形状骨
材11にボルトによりそれぞれ固定されている。
In the connecting means 19 shown in FIG. 5, the aggregate joining plates 10 in the beam portions 13 of the two multi-faced structures 17 are fixed to the aggregate 11 having hexagonal cross sections by bolts. Although not shown, the base portion 12 is also similar to the connecting means 19 shown in FIG.
The aggregate-bonding plate 10 is fixed to the aggregate 11 having a hexagonal cross section by bolts.

【0016】ここで、本発明の連棟簡易多面建造物10
0において使用されている骨材接合プレート10の一実
施例について、図7および図9を参照しながら説明す
る。この骨材接合プレート10は、例えば金属製の板状
部材よりプレス成型にて一体に形成したものである。そ
の外形は、ほぼ五角形またはほぼ円形状をなしている。
また、その中心部には、位置決め孔として機能するほぼ
五角形の透孔22を穿設した平坦部10aを有し、この
平坦部10aの各辺10bより所定の角度折り曲げ形成
して、全体を傘形状または台形状としている。各辺10
bからは、図9に示すごとく前記断面六角形状骨材11
の幅にほぼ対応した幅の骨材取付け溝10cがそれぞれ
形成されている。
Here, the multi-storied multi-storied building 10 of the present invention
One example of the aggregate joining plate 10 used in No. 0 will be described with reference to FIGS. 7 and 9. The aggregate-bonding plate 10 is formed integrally from a plate member made of metal, for example, by press molding. The outer shape is substantially pentagonal or circular.
In addition, a flat portion 10a having a substantially pentagonal through hole 22 that functions as a positioning hole is formed in the center portion thereof, and each flat portion 10a is bent at a predetermined angle from each side 10b to form the entire umbrella portion. Shaped or trapezoidal. Each side 10
From b, as shown in FIG.
The aggregate mounting grooves 10c each having a width substantially corresponding to the width are formed.

【0017】これら各骨材取付け溝10c間に、骨材位
置決め用の凸状10dを介してほぼ三角状リブ10eが
それぞれ突出形成されている。これらほぼ三角状リブ1
0eを形成することにより前記骨材接合プレート10は
剛性となり、この骨材接合プレート10の全体構造が強
固になる。また、前記骨材取付け溝10cのほぼ中央部
には、ボルト挿通孔23がそれぞれ穿設され、各ほぼ三
角状リブ10eにもそれぞれボルト挿通孔24が穿設さ
れている。
Between each of the aggregate mounting grooves 10c, substantially triangular ribs 10e are formed so as to protrude through a convex portion 10d for positioning the aggregate. These almost triangular ribs 1
By forming 0e, the aggregate-bonding plate 10 becomes rigid, and the overall structure of the aggregate-bonding plate 10 becomes solid. Further, bolt insertion holes 23 are respectively formed at substantially central portions of the aggregate mounting groove 10c, and bolt insertion holes 24 are also formed at each substantially triangular rib 10e.

【0018】なお、25は骨材取付け溝10cにおける
平坦部10aの辺10bに形成された補強リブであり、
これらは傘内面側に突出形成され、各辺10bの折曲部
を補強している。
Reference numeral 25 is a reinforcing rib formed on the side 10b of the flat portion 10a in the aggregate mounting groove 10c,
These are formed so as to project toward the inner surface of the umbrella, and reinforce the bent portion of each side 10b.

【0019】前記断面六角形状骨材11には、図6に示
すように頂部11aと底部11bとの長手方向に相対向
して形成した平面部26、27に、複数個の貫通孔2
8、29がそれぞれ穿設され、前記頂部11aの平面部
26の両側端26aに傾斜上面部26bが連接形成され
ると共に、所定の角度(90度)を有する頂角部26c
が相対向して形成され、前記底部11bの平面部27の
内面27aに、第1のボルト30の螺入によって前記骨
材接合プレート10に取り付けるための例えばタカナッ
トのごときボルト受部材31が固設されている。
As shown in FIG. 6, the hexagonal cross-section aggregate 11 has a plurality of through-holes 2 in flat portions 26 and 27 which are formed to face each other in the longitudinal direction of the top portion 11a and the bottom portion 11b.
Nos. 8 and 29 are provided respectively, and inclined upper surface portions 26b are connected to both side ends 26a of the flat surface portion 26 of the apex portion 11a, and the apex angle portion 26c has a predetermined angle (90 degrees).
Bolts are formed to face each other, and a bolt receiving member 31 such as a Taka nut for fixing the first bolt 30 to the aggregate joint plate 10 is fixed to the inner surface 27a of the flat portion 27 of the bottom portion 11b. Has been done.

【0020】32は、前記断面六角形状骨材11の頂部
11a側から前記貫通孔28に挿通させる例えばタカナ
ットのごときボルト受部材33を固設した所定の幅およ
び所定の長さを有する例えば金属製の外側当板である。
この外側当板32の内面の両側には、雨水などの浸水を
防止するためのシール材32aが固設されている。
Reference numeral 32 designates, for example, a metal having a predetermined width and a predetermined length in which a bolt receiving member 33 such as a taka nut which is inserted into the through hole 28 from the side of the top portion 11a of the hexagonal-shaped aggregate 11 is fixed. It is the outer plate.
Sealing materials 32a for preventing infiltration of rainwater and the like are fixedly provided on both sides of the inner surface of the outer contact plate 32.

【0021】前記ボルト受部材33としては、タカナッ
ト以外に例えば袋ナットを使用しても良いこと勿論であ
る。このような袋ナットを使用すると、パネル寸法や断
面六角形状骨材11の寸法に多少の誤差があっても、修
正されて前記平面状パネル20は、断面六角形状骨材1
1に余裕をもって確実に取り付けられる。
As the bolt receiving member 33, it goes without saying that, for example, a cap nut may be used instead of the Taka nut. When such a cap nut is used, even if there are some errors in the panel dimensions and the dimensions of the hexagonal cross-section aggregate 11, the planar panel 20 is corrected and the hexagonal cross-section aggregate 1 is corrected.
1 can be installed securely with a margin.

【0022】34は、前記断面六角形状骨材11の底部
11b側から前記貫通孔29に挿通させ、前記ボルト受
部材33の雌捩子33aに螺入させる長軸の第2のボル
トである。
Reference numeral 34 is a second long bolt which is inserted into the through hole 29 from the bottom 11b side of the hexagonal cross-section aggregate 11 and is screwed into the female screw 33a of the bolt receiving member 33.

【0023】35は、前記断面六角形状骨材11の底部
11b側から前記貫通孔29に挿通させる前記第2のボ
ルト34を挿通させる貫通孔36を穿設した所定の幅お
よび所定の長さを有する例えば金属製の内側当板であ
る。なお、平面状パネル20の形状の種類によっては、
この内側当板35を不要としてもよいこと勿論である。
Reference numeral 35 designates a predetermined width and a predetermined length in which a through hole 36 for inserting the second bolt 34 for inserting into the through hole 29 is formed from the bottom 11b side of the hexagonal cross-section aggregate 11. It has an inner contact plate made of metal, for example. In addition, depending on the shape of the flat panel 20,
It goes without saying that this inner contact plate 35 may be unnecessary.

【0024】本発明の実施例においては、前記平面状パ
ネル20は、前記外側当板32と前記内側当板35との
間に介装させ、隣り合う各断面六角形状骨材11の頂部
11aの平面部26の端部26aに、それぞれ平面状パ
ネル20の端部20aを添わせてフラット状態に適宜固
設させている。互いに隣り合う平面状パネル20の継ぎ
目は、前記外側当板32によって塞がれるようになって
いる。この平面状パネル20は、本発明の実施例におけ
る連棟簡易多面建造物100の屋根板および外壁面板と
なるものである。
In the embodiment of the present invention, the flat panel 20 is interposed between the outer abutting plate 32 and the inner abutting plate 35, and the tops 11a of the adjacent hexagonal cross-section aggregates 11 are provided. The end portions 20a of the flat panel 20 are added to the end portions 26a of the flat portion 26, and are fixedly fixed in a flat state. The joint between the planar panels 20 adjacent to each other is closed by the outer contact plate 32. The flat panel 20 serves as a roof plate and an outer wall plate of the multi-storied multi-story building 100 according to the embodiment of the present invention.

【0025】上記のような構成によれば、裏面側呼び込
み式パネル取り付け手段が可能となる。すなわち、前記
第2のボルト34を前記内側当板35に穿設した貫通孔
36および断面六角形状骨材11の底部11bに穿設し
た貫通孔29に挿通させ、前記外側当板32に固設した
ボルト受部材33の雌捩子33aに螺入させることによ
り、前記平面状パネル20が前記外側当板32と内側当
板35との間に固着され、前記断面六角形状骨材11に
確実に取付けられる。
According to the above-mentioned structure, the back side call-in type panel attaching means can be provided. That is, the second bolt 34 is inserted into the through hole 36 formed in the inner contact plate 35 and the through hole 29 formed in the bottom portion 11b of the hexagonal cross-section aggregate 11 and fixed to the outer contact plate 32. By being screwed into the female screw 33a of the bolt receiving member 33, the flat panel 20 is fixed between the outer contact plate 32 and the inner contact plate 35, and the hexagonal cross-section aggregate 11 can be surely secured. Mounted.

【0026】前記断面六角形状骨材11には、前記頂部
11aの平面部26の両側端26aと前記底部11bの
平面部27の両側端27bとの間に、傾斜上面部26b
および所定の角度を有する頂角部26cが形成されてい
る。なお、相対向する頂角部26cの内角は、それぞれ
ほぼ90度となっている。このような構成にすることに
よって、断面六角形状骨材11の機械的構造は強固とな
る。
The hexagonal cross-section aggregate 11 has an inclined upper surface portion 26b between both side ends 26a of the flat surface portion 26 of the top portion 11a and both side ends 27b of the flat surface portion 27 of the bottom portion 11b.
And a vertex portion 26c having a predetermined angle is formed. The interior angles of the apex portions 26c facing each other are approximately 90 degrees. With such a structure, the mechanical structure of the aggregate 11 having a hexagonal cross-section becomes strong.

【0027】また、前記断面六角形状骨材11の内部
は、空間11cになっており、雨水などはこの空間11
cに流れることになる。従って、雨水などは、複数個の
骨材接合プレート10と断面六角形状骨材11とによっ
て組み立てられた図3に示される2個の多面構造体17
からなる連棟簡易多面建造物100の内部に浸水するこ
とはない。
The interior of the aggregate 11 having a hexagonal cross section is a space 11c, and rainwater and the like are contained in the space 11c.
It will flow to c. Therefore, rainwater or the like is assembled by the plurality of aggregate-bonding plates 10 and the hexagonal cross-section aggregate 11 to form the two polyhedral structures 17 shown in FIG.
The interior of the simple multi-storied building 100 consisting of multiple buildings will not be flooded.

【0028】37は、連棟簡易多面建造物の各頂出部に
位置する前記各外側当板32の上からそれぞれ取り付け
た頂点キャップである。この頂点キャップ37を設ける
ことにより、連棟簡易多面建造物への浸水防止効果を得
ると共に、美観的効果をも得ることができる。
Reference numeral 37 designates apex caps which are respectively attached from above the respective outer abutting plates 32 located at the respective tops of the multi-story multi-story buildings. By providing the apex cap 37, it is possible to obtain an effect of preventing water from being flooded into a multi-story building with simple multi-story buildings and also an aesthetic effect.

【0029】このような構成によると、組み立てが迅速
にして、簡単確実であり、機械的強度も大きく、風雨に
強く、雨仕舞いも万全である。また、解体、移築が簡単
にでき、利用適用範囲も拡大する。また、パネルの取り
付け、締結は、内部から処理できるので、美観や防犯で
も優れたものとなる。コストも安価である。
According to such a structure, the assembly is quick, easy and reliable, the mechanical strength is large, the structure is strong against wind and rain, and the rain is well kept. In addition, dismantling and relocation can be done easily, and the range of application is expanded. Further, since the panel can be attached and fastened from the inside, the appearance and crime prevention are excellent. The cost is also low.

【0030】次に、前記骨材接合プレート10と所定長
さの断面六角形状骨材11とパネル20などとによって
得られる本発明の連棟簡易多面建造物の施工について説
明する。
Next, the construction of the multi-story multi-story building of the present invention obtained by the aggregate joining plate 10, the hexagonal aggregate 11 having a predetermined length, and the panel 20 will be described.

【0031】まず、各図に示すごとく、前記断面六角形
状骨材11の頂部11aと例えばタカナット31が固設
されている底部11bとの長手方向に、平面部26、2
7を相対向して形成し、頂部11aの平面部26の両側
端26aと底部11bの平面部27の両側端27bとの
間に、所定の角度を有する頂角部26cをそれぞれ形成
した所定の長さを有する断面六角形状骨材11と、外形
が、ほぼ五角形状またはほぼ円形状であり、中央にほぼ
五角形状の平坦部10aを有し、かつこの平坦部10a
の各辺10bより所定の角度に折り曲げて形成し、各辺
10bから断面六角形状骨材11の幅寸法にほぼ対応し
た幅寸法の骨材取付け溝10cをそれぞれ形成した傘形
状または台形状である骨材接合プレート10とを使用し
て、前記タカナット31に、骨材接合プレート10の内
側から第1のボルト30を螺着させることによって各断
面六角形状骨材11は、骨材接合プレート10を介して
互いに締結される。
First, as shown in the drawings, the plane portions 26, 2 are arranged in the longitudinal direction of the top portion 11a of the hexagonal cross-section aggregate 11 and the bottom portion 11b to which, for example, the Taka nut 31 is fixed.
7 are formed so as to face each other, and apex corner portions 26c having a predetermined angle are formed between both side ends 26a of the plane portion 26 of the top portion 11a and both side ends 27b of the plane portion 27 of the bottom portion 11b. An aggregate 11 having a hexagonal cross-section having a length, and an outer shape of a substantially pentagonal shape or a substantially circular shape, and having a substantially pentagonal flat portion 10a at the center, and the flat portion 10a.
Each side 10b is formed by bending the side 10b at a predetermined angle, and each side 10b has an umbrella shape or a trapezoidal shape in which an aggregate mounting groove 10c having a width dimension substantially corresponding to the width dimension of the hexagonal section aggregate 11 is formed. By using the aggregate-bonding plate 10, the first nut 30 is screwed to the Taka nut 31 from the inside of the aggregate-bonding plate 10, so that each hexagonal-shaped aggregate 11 has the aggregate-bonding plate 10 Are fastened to each other via.

【0032】従って、複数の前記断面六角形状骨材11
と前記骨材接合プレート10との締結によって、図3に
示すように、ほぼ五角形の梁部13と、ほぼ五角形の土
台部12とを組み立て、さらに前記梁部13上に屋根部
14を組み立て、さらに前記骨材接合プレート10の骨
材取付け溝10cに、壁面用の断面六角形状骨材11を
位置決めして同様に固定して、前記梁部13と土台部1
2との間に、複数の三角形を上下交互に組み合わせて壁
面部15を形成し、内部に空間部16を形成した連棟簡
易多面建造物の多面構造体17を組み立てている。18
は、中央および外周に適宜配置した複数のコンクリート
基礎であり、これらのコンクリート基礎18の上に、前
記土台部12が設置されている。
Therefore, a plurality of the hexagonal cross-section aggregates 11 are provided.
As shown in FIG. 3, the substantially pentagonal beam portion 13 and the substantially pentagonal base portion 12 are assembled by fastening the aggregate joining plate 10 with the aggregate joining plate 10, and the roof portion 14 is assembled on the beam portion 13, Further, a hexagonal cross-section aggregate 11 for wall surfaces is positioned and similarly fixed in the aggregate attachment groove 10c of the aggregate joint plate 10, and the beam portion 13 and the base portion 1
A plurality of triangles are alternately combined with each other to form a wall surface portion 15, and a space portion 16 is formed therein to assemble a multi-faced structure 17 of a simple multi-story building with multiple buildings. 18
Is a plurality of concrete foundations appropriately arranged in the center and the outer periphery, and the base portion 12 is installed on these concrete foundations 18.

【0033】このように構成した2個の多面構造体17
は、複数のコンクリート基礎18の上で連結手段19に
より互いに連結締結される。しかる後、屋根部14およ
び壁面部15に、前記平面状パネル20を内側から上述
の裏面側呼び込み式パネル取り付け手段により確実に取
り付けられる。
Two polyhedral structures 17 having the above-mentioned structure
Are connected and fastened to each other by connecting means 19 on a plurality of concrete foundations 18. After that, the flat panel 20 is securely attached to the roof portion 14 and the wall surface portion 15 from the inside by the above-mentioned back side call-in type panel attachment means.

【0034】図4に示す連棟簡易多面建造物の床面部に
おいて、前記断面六角形状骨材11により構成されてい
る五角形の土台部12は、対向する骨材接合プレート1
0と断面六角形状骨材11との間に放射状に取り付けら
れる各フレーム38と前記断面六角形状骨材11とによ
って、複数個の三角形が形成される。そして、これら各
三角形に、ほぼ三角形状の床パネル20bがそれぞれ取
り付けられている。
In the floor portion of the multi-storied multi-storied building shown in FIG. 4, the pentagonal base portion 12 formed of the aggregate 11 having the hexagonal cross-section has the opposing aggregate-bonding plate 1
A plurality of triangles are formed by the frames 38 radially attached between 0 and the hexagonal section aggregate 11 and the hexagonal section aggregate 11. A substantially triangular floor panel 20b is attached to each of these triangles.

【0035】また、連棟簡易多面建造物の中央正面側の
2個の多面構造体17間の床面の上方には、ドア部材2
1が配設されており、このドア部材21の下方に、ほぼ
三角形状の床パネル20cが取り付けられている。さら
に、連棟簡易多面建造物の背面側の2個の多面構造体1
7間の床面には、ほぼ三角形状の床パネル20dが取り
付けられている。
Further, the door member 2 is provided above the floor surface between the two multi-sided structures 17 on the central front side of the simple multi-sided building.
1, a floor panel 20c having a substantially triangular shape is attached below the door member 21. In addition, two multi-sided structures 1 on the back side of the simple multi-sided building
A floor panel 20d having a substantially triangular shape is attached to the floor surface between 7 and 7.

【0036】また、前記平面状パネル20は、図1およ
び図2に示した連棟簡易多面建造物100において、例
えば図10に示すごとき裏面側呼び込み式パネル取り付
け手段によって内側から確実に取り付けている。すなわ
ち、このパネル取り付け手段は、次のとおりである。ま
ず、各平面状パネル20を前記断面六角形状骨材11の
傾斜上面部26b、26bにそれぞれ押し当てると共
に、この平面状パネル20の上から外側当板32を、こ
の外側当板32に固設されている例えばタカナットから
なるボルト受部材33を貫通孔28に挿通させて被せ
る。
Further, the flat panel 20 is surely attached from the inside by the back side call-in type panel attaching means as shown in FIG. 10, for example, in the continuous multi-story building 100 shown in FIGS. 1 and 2. . That is, this panel mounting means is as follows. First, each flat panel 20 is pressed against the inclined upper surface portions 26b, 26b of the hexagonal cross-section aggregate 11 respectively, and the outer contact plate 32 is fixed to the outer contact plate 32 from above the flat panel 20. A bolt receiving member 33 made of, for example, a Taka nut is inserted into the through hole 28 and covered.

【0037】次いで、前記長軸ボルト36を内側当板3
5の貫通孔36および断面六角形状骨材11の貫通孔2
9に、それぞれ挿通させて前記外側当板32のボルト受
部材33の雌捩子33aに螺入させると、前記パネル2
0は、前記骨材接合プレート10と断面六角形状骨材1
1とにより構成される多面構造体17に、確実にして、
堅固に取り付けられる。従って、平面状パネル20は、
内側から確実に取り付けられる。なお、本実施例では、
2連棟簡易多面建造物に適用したが、これ以外の複数連
棟の簡易多面建造物に適用しても良いこと勿論である。
Then, the long shaft bolt 36 is attached to the inner contact plate 3
Through-hole 36 of 5 and through-hole 2 of aggregate 11 with hexagonal cross section
9 and then screwed into the female screw 33a of the bolt receiving member 33 of the outer contact plate 32.
0 is the aggregate joining plate 10 and the hexagonal cross-section aggregate 1
In the multi-sided structure 17 composed of 1 and
Firmly attached. Therefore, the flat panel 20 is
Securely installed from the inside. In this example,
Although the present invention is applied to a two-story simple multi-sided building, it is needless to say that it may be applied to a multi-story simple multi-sided building other than this.

【0038】[0038]

【発明の効果】本発明の連棟簡易多面建造物は、上述の
ようにしたものであるから、比較的大型の連棟簡易多面
建造物が軽量にも拘らず、機械的強度が大であり、風雨
にも強く、雨水の浸水もない。組立が簡単であり、組立
工数も少ない。しかも、解体、移築が簡単であり、利用
適用範囲も拡大され、コストが安価となる。また、パネ
ルの組み立て取り付けが裏面側から迅速にして、確実
に、かつ容易に行われるなどの効果がある。また、パネ
ルの組み立てが裏面側から行われることにより、美観
的、防犯的にも優れているなどの効果がある。
EFFECTS OF THE INVENTION Since the multi-story multi-story building of the present invention is constructed as described above, the mechanical strength of the multi-story multi-story building, which is relatively large, is large in spite of its light weight. Strong against wind and rain, no rainwater inundation. It is easy to assemble and the number of assembly steps is small. Moreover, dismantling and relocation are easy, the scope of use is expanded, and the cost is low. Further, there is an effect that the panel is assembled and attached quickly from the back side, surely and easily. In addition, since the panel is assembled from the back side, there are effects such as excellent aesthetics and crime prevention.

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

【図1】本発明の連棟簡易多面建造物の好適な一実施例
を示す外観正面図である。
FIG. 1 is an external front view showing a preferred embodiment of a simple multi-storied multi-story building of the present invention.

【図2】同連棟簡易多面建造物におけるドア部材を開い
た状態を示す外観正面図である。
FIG. 2 is an external front view showing a state in which a door member is opened in the same multi-story simple multi-sided building.

【図3】パネルを取り付ける前の同連棟簡易多面建造物
の背面斜視図である。
FIG. 3 is a rear perspective view of the same multi-story simple multi-sided building before the panel is attached.

【図4】同連棟簡易多面建造物の床パネル構成を示す概
略平面図である。
FIG. 4 is a schematic plan view showing a floor panel structure of the same multi-storied simple multi-sided building.

【図5】同連棟簡易多面建造物の連結手段の要部を示す
概略説明図である。
FIG. 5 is a schematic explanatory view showing a main part of a connecting unit of the same multi-story simple multi-sided building.

【図6】同連棟簡易多面建造物に使用される断面六角形
状骨材の一実施例を示す斜視図である。
FIG. 6 is a perspective view showing an example of an aggregate having a hexagonal cross-section used for a simple multi-storied building in the same building.

【図7】同連棟簡易多面建造物の骨材接合プレートと断
面六角形状骨材とパネルとの取り付け状態を示す概略部
分平面図である。
FIG. 7 is a schematic partial plan view showing a state where the aggregate joint plate, the hexagonal cross-section aggregate and the panel of the simple multi-storied building in the same building are attached.

【図8】同連棟簡易多面建造物の要部を示す概略部分平
面図である。
FIG. 8 is a schematic partial plan view showing the main part of the simple multi-storied building of the same building.

【図9】同連棟簡易多面建造物の骨材接合プレートへの
断面六角形状骨材の取付け状態を示す概略部分側面図で
ある。
FIG. 9 is a schematic partial side view showing a state in which the hexagonal cross-section aggregate is attached to the aggregate-bonding plate of the simple multi-storied building in the same building.

【図10】同連棟簡易多面建造物のパネル取付け構造の
一実施例を示す断面図である。
FIG. 10 is a cross-sectional view showing an example of a panel mounting structure for a simple multi-storied building of the same building.

【図11】同部分平面図である。FIG. 11 is a partial plan view of the same.

【符号の説明】[Explanation of symbols]

10 骨材接合プレート 10a 平坦部 10b 辺 10c 骨材取付け溝 10d 骨材位置決め用の凸状 10e 三角状リブ 11 断面六角形状骨材 11a 頂部 11b 底部 12 土台部 13 梁部 14 屋根部 15 壁面部 16 空間部 17 多面構造体 18 コンクリート基礎 19 連結手段 19a 連結フレーム 19b 締結具 20 平面状パネル 20a 平面状パネル20の端部 20b 床パネル 20c 正面側床パネル 20d 背面側床パネル 21 ドア部材 22 透孔 23 ボルト挿通孔 24 ボルト挿通孔 25 補強リブ 26 平面部 26a 平面部26の両側端 26b 傾斜上面部 26c 頂角部 27 平面部 27a 平面部27の内面 27b 平面部27の両側端 28 貫通孔 29 貫通孔 30 第1のボルト 31 ボルト受部材 32 外側当板 32a シール材 33 ボルト受部材 33a ボルト受部材33の雌捩子 34 第2のボルト 35 内側当板 36 貫通孔 37 頂点キャップ 38 床フレーム 39 窓 100 連棟簡易多面建造物 10 Aggregate joining plate 10a Flat part 10b Side 10c Aggregate mounting groove 10d Convex for positioning aggregate 10e Triangular rib 11 Cross section hexagonal aggregate 11a Top 11b Bottom 12 Base part 13 Beam part 14 Roof part 15 Wall part 16 Space part 17 Multi-sided structure 18 Concrete foundation 19 Coupling means 19a Coupling frame 19b Fastener 20 Planar panel 20a Edge part of the planar panel 20 20b Floor panel 20c Front side floor panel 20d Rear side floor panel 21 Door member 22 Through hole 23 Bolt insertion hole 24 Bolt insertion hole 25 Reinforcing rib 26 Plane portion 26a Both side ends of the plane portion 26 26b Inclined upper surface portion 26c Vertical corner portion 27 Plane portion 27a Inner surface of the plane portion 27b Both ends of the plane portion 27 28 Through hole 29 Through hole 30 1st bolt 31 Bolt receiving member 32 Outer side contact plate 32 a seal material 33 bolt receiving member 33a female screw of the bolt receiving member 33 34 second bolt 35 inner contact plate 36 through hole 37 vertex cap 38 floor frame 39 window 100 simple multi-story building

フロントページの続き (72)発明者 中里 茂男 東京都中央区日本橋3丁目12番2号 東邦 シートフレーム株式会社内Continued Front Page (72) Inventor Shigeo Nakazato 3-12-2 Nihonbashi, Chuo-ku, Tokyo Toho Seat Frame Co., Ltd.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】骨材接合プレートと所定長さの骨材とによ
ってほぼ五角形の土台部を形成し、この土台部上に前記
骨材接合プレートと所定長さの骨材とによってほぼ五角
形の梁部を形成し、かつこの梁部上に前記骨材接合プレ
ートと所定長さの骨材とによって屋根部を形成すると共
に、前記土台部と梁部との間に複数の三角形を上下交互
に組み合わせて壁面部を形成して、内部に空間部を形成
するようにした多面構造体を構成してなり、この多面構
造体を複数個並設配置して、連結手段により互いに連結
し、前記屋根部および前記壁面部にパネルを取り付け、
この壁面部において前記骨材を一部除去した側の面に、
ドア部材を開閉自在に取り付けたことを特徴とする連棟
簡易多面建造物。
1. A substantially pentagonal base portion is formed by an aggregate-bonding plate and a predetermined length of aggregate, and a substantially pentagonal beam is formed on the base portion by the aggregate-bonding plate and the predetermined length of aggregate. And a roof part is formed on the beam part by the aggregate-bonding plate and the aggregate having a predetermined length, and a plurality of triangles are vertically and alternately combined between the base part and the beam part. To form a space portion inside, thereby forming a multi-sided structure, and a plurality of the multi-sided structures are arranged side by side and connected to each other by a connecting means to form the roof part. And attach the panel to the wall surface,
On the surface of the wall surface where the aggregate has been partially removed,
A simple multi-faceted multi-story building with the door members attached so that it can be opened and closed.
【請求項2】請求項1に記載の連棟簡易多面建造物にお
いて、前記骨材接合プレートを、中央にほぼ五角形状の
平坦部を有し、かつこの平坦部の各辺より所定の角度に
折り曲げて形成し、各辺から断面六角形状骨材の幅寸法
にほぼ対応した幅寸法の骨材取付け溝をそれぞれ形成し
た外形が、ほぼ五角形状またはほぼ円形状にして、かつ
傘形状または台形状である骨材接合プレートとし、前記
骨材を、頂部と底部との長手方向に相対向して形成した
平面部に貫通孔をそれぞれ穿設し、前記頂部の平面部の
両側端に傾斜上面部を形成すると共に、所定の角度を有
する頂角部を相対向して形成し、前記底部の平面部の内
面に、第1のボルトの螺入によって前記骨材接合プレー
トに取り付けるためのボルト受部材を固設した所定の長
さを有する断面六角形状骨材としたことを特徴とする連
棟簡易多面建造物。
2. The simple multi-storied building with multiple buildings according to claim 1, wherein the aggregate-bonding plate has a substantially pentagonal flat portion at the center, and is formed at a predetermined angle from each side of the flat portion. Formed by bending, and each side has an aggregate mounting groove with a width dimension that roughly corresponds to the width dimension of the aggregate with a hexagonal cross section. And a through-hole is formed in each of the flat portions formed on the top portion and the bottom portion in the longitudinal direction of the top portion and the bottom portion opposite to each other, and the inclined upper surface portions are formed on both side ends of the flat portion of the top portion. And a top angle portion having a predetermined angle are formed to face each other, and a bolt receiving member for attaching to the aggregate joining plate by screwing a first bolt into the inner surface of the flat portion of the bottom portion. A fixed cross-section with a predetermined length Row simple polygonal structures, characterized in that the shape aggregate.
【請求項3】請求項2に記載の連棟簡易多面建造物にお
いて、さらに、前記断面六角形状骨材の頂部側から前記
貫通孔に挿通させるボルト受部材を固設した所定の幅お
よび所定の長さを有する外側当板と、前記断面六角形状
骨材の底部側から前記貫通孔に挿通させ、この断面六角
形状骨材の頂部に固設したボルト受部材の雌捩子に螺入
させる第2のボルトとを具備したことを特徴とする連棟
簡易多面建造物。
3. The simple multi-storied building with multiple ridges according to claim 2, further comprising a bolt receiving member fixedly inserted into the through hole from the top side of the hexagonal cross-section aggregate. An outer contact plate having a length and a hexagonal cross-section aggregate from the bottom side thereof are inserted into the through holes and screwed into a female screw of a bolt receiving member fixed to the top of the hexagonal cross-section aggregate. A simple multi-story building with a multi-story structure that is equipped with two bolts.
【請求項4】請求項3に記載の連棟簡易多面建造物にお
いて、さらに、前記断面六角形状骨材の底部側から貫通
孔に挿通させる前記第2のボルトを挿通させる貫通孔を
穿設した所定の幅および所定の長さを有する内側当板と
を具備したことを特徴とする連棟簡易多面建造物。
4. The multi-storied multi-storied building according to claim 3, further comprising a through hole for inserting the second bolt to be inserted into the through hole from the bottom side of the hexagonal cross-section aggregate. A multi-story building with a simple multi-story structure, which is provided with an inner face plate having a predetermined width and a predetermined length.
【請求項5】請求項1〜請求項4に記載の連棟簡易多面
建造物において、さらに前記梁部の骨材接合プレートと
屋根部における頂部の骨材接合プレートとの間に、断面
六角形状骨材を取り付けて、複数個の三角形を形成し、
さらに前記梁部の骨材接合プレートと土台部の骨材接合
プレートとの間に、前記断面六角形状骨材を取り付け
て、複数個の三角形を上下交互に組み合わせて形成し、
前記土台部の各断面六角形状骨材間に、複数個のフレー
ムを放射状に取り付けて、複数個の三角形を形成し、こ
れら各三角形にほぼ三角形状のパネルをそれぞれ取り付
けるようにしたことを特徴とする連棟簡易多面建造物。
5. The simple multi-storied building with multiple buildings according to any one of claims 1 to 4, further comprising a hexagonal cross section between the aggregate joint plate of the beam portion and the aggregate joint plate of the top portion of the roof portion. Attach aggregates to form multiple triangles,
Further, between the aggregate-bonding plate of the beam portion and the aggregate-bonding plate of the base portion, the aggregate having a hexagonal cross-section is attached, and a plurality of triangles are formed by alternately combining the triangles vertically.
Between the hexagonal cross-section aggregates of the base portion, a plurality of frames are radially attached to form a plurality of triangles, and a substantially triangular panel is attached to each of the triangles. A simple multi-storied structure that connects multiple buildings.
【請求項6】請求項2〜請求項5に記載の連棟簡易多面
建造物において、外側当板に固設したボルト受部材を、
タカナットまたは袋ナットとしたことを特徴とする連棟
簡易多面建造物。
6. The multi-storied multi-story building according to any one of claims 2 to 5, further comprising a bolt receiving member fixed to the outer contact plate.
A simple multi-faceted multi-story structure that uses taka nuts or cap nuts.
【請求項7】請求項2〜請求項6に記載の連棟簡易多面
建造物において、断面六角形状骨材の底部の平面部の内
面に固設したボルト受部材を、タカナットとしたことを
特徴とする連棟簡易多面建造物。
7. The simple multi-storied building with multiple buildings according to any one of claims 2 to 6, wherein the bolt receiving member fixed to the inner surface of the flat surface of the bottom of the hexagonal section aggregate is a Taka nut. A simple multi-sided building with multiple buildings.
JP16275195A 1995-05-25 1995-05-25 Continuous ridge simple multi-face building Pending JPH08319673A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16275195A JPH08319673A (en) 1995-05-25 1995-05-25 Continuous ridge simple multi-face building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16275195A JPH08319673A (en) 1995-05-25 1995-05-25 Continuous ridge simple multi-face building

Publications (1)

Publication Number Publication Date
JPH08319673A true JPH08319673A (en) 1996-12-03

Family

ID=15760569

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16275195A Pending JPH08319673A (en) 1995-05-25 1995-05-25 Continuous ridge simple multi-face building

Country Status (1)

Country Link
JP (1) JPH08319673A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023012767A (en) * 2021-07-14 2023-01-26 今泉テント株式会社 Dome-like structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2023012767A (en) * 2021-07-14 2023-01-26 今泉テント株式会社 Dome-like structure

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