JPH07174114A - Hard plane type plate body installation structure - Google Patents

Hard plane type plate body installation structure

Info

Publication number
JPH07174114A
JPH07174114A JP5354739A JP35473993A JPH07174114A JP H07174114 A JPH07174114 A JP H07174114A JP 5354739 A JP5354739 A JP 5354739A JP 35473993 A JP35473993 A JP 35473993A JP H07174114 A JPH07174114 A JP H07174114A
Authority
JP
Japan
Prior art keywords
pentagonal
roughly
supports
section
sectional
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
JP5354739A
Other languages
Japanese (ja)
Inventor
Tadashi Aikawa
正 相川
Toshimasa Mogi
敏正 茂木
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 JP5354739A priority Critical patent/JPH07174114A/en
Publication of JPH07174114A publication Critical patent/JPH07174114A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

Landscapes

  • Greenhouses (AREA)
  • Residential Or Office Buildings (AREA)
  • Connection Of Plates (AREA)

Abstract

PURPOSE:To certainly and easily install hard plane type plate bodies without making a clearance between each of them by making internal angles of apex angles facing against each other out of sectional pentagonal apex angles of sectional pentagonal supports roughly 90 degrees respectively. CONSTITUTION:This structure comprises a plural number of sectional pentagonal supports 1 being made in a specified length and having internal angles of apex angles facing against each other out of sectional pentagonal apex angles of which are made roughly 90 degrees; a plural number of umbrella shape or trapezoidal support joint plates 2 whose outside shape is roughly pentagonal or roughly circular arc, and which has a roughly pentagonal flat part 2a on its center and support installation grooves 2c of width roughly corresponding to width of the sectional pentagonal supports 1 from each of the sides 2b, and bent by a specified angle from each of side 2b thereof. A plural number of triangles are combined by the supports 1 and the plates 2. A polygonal structural body with an intermediate part formed inside of it is formed, and roughly triangle hard plane type plate bodies 9 are respectively fixed on inclined upper surfaces formed on both sides against crest lines 1c of each of the neighbouring sectional pentagonal supports 1.

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、物
置、バンガロー、露店、倉庫、温室、その他の簡易多面
建造物における硬質平面状板体取付け構造に関するもの
である。
BACKGROUND OF THE INVENTION The present invention relates to a hard flat plate in a disaster or refugee relief house, a work site simple building, a horticultural house, a shed, a bungalow, a stall, a warehouse, a greenhouse, and other simple multi-sided structures. The present invention relates to a body mounting structure.

【0002】[0002]

【従来の技術】従来より、温室や物置および簡易ハウス
・バンガロー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、図8に示すようにその骨組みとして
鉄骨などの四角形骨材20を複数本用い、これら各四角
形骨材20を傘状または台形状の骨材接合プレート21
を介してボルト・ナット22で接合している。
2. Description of the Related Art It is well known that many simple structures such as greenhouses, sheds, simple houses and bungalows that are easy to assemble and dismantle have been widely used. As shown in FIG. 8, this kind of simple building uses a plurality of quadrangular aggregates 20 such as a steel frame as a skeleton, and each of the quadrangular aggregates 20 has an umbrella-shaped or trapezoid-shaped aggregate joining plate 21.
The bolts and nuts 22 are joined to each other.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
ように複数本の四角形骨材20で組み立て施工した簡易
建造物では、予め形成した多角錐形状の柔軟性シートを
固定する場合は、四角形骨材20の形状にかかわらず、
上方から被せて容易に固定することは可能であるが、硬
質平面状板体をフラット状態で固設する場合は、隣りあ
う各四角形骨材20の上面20aが、互いに傾斜してい
るので、前記硬質平面状板体の前記四角形骨材20への
取付け部分の形状を、前記四角形骨材20の形状に一致
するように加工しなければならず、その加工が厄介であ
り、組み立て施工も厄介である。また、仮に施工できて
も、各硬質平面状板体間には間隙が生じるため、この間
隙を適宜手段により塞がなくてはならないなどの厄介さ
があった。
However, in the case of a simple building constructed by assembling a plurality of quadrangular aggregates 20 as described above, when fixing a pre-formed polygonal pyramidal flexible sheet, quadrangular aggregates are used. Regardless of the shape of 20
It is possible to cover it from above and easily fix it, but when the rigid flat plate body is fixed in a flat state, since the upper surfaces 20a of the adjacent square aggregates 20 are inclined to each other, The shape of the mounting portion of the hard flat plate body to the quadrangle aggregate 20 must be processed so as to match the shape of the quadrangle aggregate 20, and the processing is troublesome and the assembly work is troublesome. is there. Further, even if the construction can be carried out temporarily, there is a gap between the hard flat plate members, so that this gap must be closed by appropriate means.

【0004】[0004]

【課題を解決するための手段】本発明の硬質平面状板体
取付け構造は、上記課題を解決すべくなされたものであ
り、所定の長さとし、かつ断面五角形の頂角の内、相対
向する頂角の内角をほぼ90度とした複数の断面五角形
状支柱と、外形がほぼ五角形またはほぼ円弧状であり、
中央にほぼ五角形状の平坦部を有し、かつこの平坦部の
角辺より所定角度折り曲げ形成し、各辺から前記断面五
角形状支柱の幅にほぼ対応した幅の支柱取付け溝をそれ
ぞれ形成した複数の傘状または台形状の支柱接合プレー
トとによって複数の三角形を組み合わせて内部に空間部
を形成した多面構造体を形成してなり、隣りあう各断面
五角形状支柱の稜線に対して両側に形成した傾斜上面同
士に、硬質平面状板体をそれぞれ固設したことを特徴と
するものである。また、前記硬質平面状板をほぼ三角形
状としたことを特徴とするものである。
The hard flat plate mounting structure of the present invention has been made to solve the above problems, and has a predetermined length and is opposed to each other within the apex angle of a pentagonal cross section. A plurality of pentagonal cross-section struts whose inner angle of the apex is approximately 90 degrees, and the outer shape is almost pentagonal or almost arcuate,
A plurality of pillar-shaped mounting members each having a substantially pentagonal flat portion in the center, formed by bending a predetermined angle from the corner side of the flat portion, and each side being formed with a strut mounting groove having a width substantially corresponding to the width of the pentagonal cross-section strut. The umbrella-shaped or trapezoid-shaped support plate joining plate forms a multi-sided structure in which a plurality of triangles are combined to form a space inside, and is formed on both sides with respect to the ridgeline of each adjacent pentagonal-shaped support post. It is characterized in that hard flat plate members are fixedly provided on the inclined upper surfaces. Further, the hard flat plate is substantially triangular.

【0005】[0005]

【実施例】図1は本発明の硬質平面状板体取付け構造の
一実施例を示す平面図、図2は同硬質平面状板体取付け
構造の要部を示す部分平面図、図3は簡易多面建造物の
屋根部における断面五角形状支柱の取付け状態を示す概
略側面図、図4は同断面五角形状支柱の斜視図、図5は
同側面図、図6は多面構造体を示す斜視図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a plan view showing an embodiment of a rigid flat plate body mounting structure of the present invention, FIG. 2 is a partial plan view showing a main part of the rigid flat plate body mounting structure, and FIG. FIG. 4 is a schematic side view showing an attachment state of a pentagonal cross-section pillar on a roof portion of a multi-sided building, FIG. 4 is a perspective view of the pentagonal cross-section pillar, FIG. 5 is a side view of the same, and FIG. 6 is a perspective view showing a polyhedral structure. is there.

【0006】1は図4示および図5示のごとき本発明の
例えば鉄鋼製,アルミニューム製,プラスチックス製な
どからなる所定の長さを有し、かつ所定の角度A,B,
C,D,Eを有する断面五角形の断面五角形状支柱で、
下面1a内部にナット1bが固設され、稜線1cに対し
て両側に傾斜上面1dがそれぞれ形成されている。前記
断面五角形は、前記傾斜上面1dの各一端と各中間面1
eの一端とがほぼ90度の内角B,Eをもって結ばれ、
各中間面1eの他端と前記下面1aの両端とがそれぞれ
所定の角度C,Dをもって結ばれ、形成されている。す
なわち、相対向する頂角の内角B,Eは、それぞれほぼ
90度となっている。
Reference numeral 1 designates a predetermined length made of, for example, steel, aluminum, plastics, etc. of the present invention as shown in FIGS. 4 and 5, and has predetermined angles A, B,
A pentagonal cross section having a pentagonal cross section having C, D and E,
A nut 1b is fixed inside the lower surface 1a, and inclined upper surfaces 1d are formed on both sides of the ridge line 1c. The pentagonal cross section has one end of each inclined upper surface 1d and each intermediate surface 1d.
It is connected to one end of e with an internal angle B, E of about 90 degrees,
The other end of each intermediate surface 1e and both ends of the lower surface 1a are connected to each other at a predetermined angle C, D, respectively. That is, the interior angles B and E of the apex angles facing each other are approximately 90 degrees.

【0007】2は例えば鉄鋼製,アルミニューム製など
からなる板状部材よりプレス成形にて一体形成した傘状
または台形状の支柱接合プレートである。この支柱接合
プレート2は外形がほぼ五角形またはほぼ円弧状であ
り、中央にほぼ五角形状の平坦部2aを有し、かつこの
平坦部2aの各辺2bより所定角度折り曲げ形成し、各
辺2bから図5示の前記断面五角形状支柱1の幅tにほ
ぼ対応した幅の支柱取付け溝2cをそれぞれ形成したも
のである。この支柱取付け溝2cには、ボルト挿通孔3
が穿設されている。4はボルトである。
Reference numeral 2 denotes an umbrella-shaped or trapezoidal-shaped strut joining plate integrally formed by press molding from a plate-shaped member made of, for example, steel or aluminum. The strut joining plate 2 has a substantially pentagonal or arcuate outer shape, has a substantially pentagonal flat portion 2a in the center, and is bent by a predetermined angle from each side 2b of the flat portion 2a. Strut mounting grooves 2c each having a width substantially corresponding to the width t of the pentagonal cross-section strut 1 shown in FIG. 5 are formed. The bolt insertion hole 3 is provided in the column mounting groove 2c.
Has been drilled. 4 is a bolt.

【0008】2dはこれら各支柱取付け溝2c間に支柱
位置決め用の凸状5を介してそれぞれ突出形成されてい
るほぼ三角状リブである。これら三角状リブ2dなどを
形成することにより前記支柱接合プレート2に剛性が付
与され強固になる。なお、各ほぼ三角状リブ2dには、
それぞれボルト挿通孔6が穿設され、適宜に活用するこ
とができるようになっている。また、7は支柱取付け溝
2cと平坦部2aの辺2bに形成された補強リブであ
る。これらの補強リブ7は、傘内面側に突出形成され、
所定角度折曲部の補強をなしている。平坦部2aの中心
部には、プレス成形時の位置決め孔として機能するほぼ
五角形の透孔8が穿設されている。
Reference numeral 2d is a substantially triangular rib projectingly formed between the respective strut mounting grooves 2c through convex portions 5 for positioning the strut. By forming these triangular ribs 2d and the like, rigidity is imparted to the strut joining plate 2 to strengthen it. In addition, each substantially triangular rib 2d,
Each of them has a bolt insertion hole 6 so that the bolt insertion hole 6 can be used appropriately. Further, 7 is a reinforcing rib formed on the column mounting groove 2c and the side 2b of the flat portion 2a. These reinforcing ribs 7 are formed so as to project toward the inner surface of the umbrella,
The bent part is reinforced at a predetermined angle. A substantially pentagonal through hole 8 that functions as a positioning hole at the time of press molding is formed in the center of the flat portion 2a.

【0009】9は図1および図2に示すごとく隣りあう
各断面五角形状支柱1の稜線1bに対して両側に形成し
た傾斜面1c同士にフラット状態でそれぞれ固設したほ
ぼ三角形状の硬質の平面状板体である。この硬質の平面
状板体9は、本発明の実施例によれば例えば簡易多面建
造物の屋根板および壁面板となるものである。10は屋
根頂部に取り付けた傘部である。
As shown in FIGS. 1 and 2, reference numeral 9 denotes a substantially triangular hard flat surface that is fixed in a flat state between inclined surfaces 1c formed on both sides of a ridgeline 1b of adjacent pentagonal cross-section columns 1. It is a plate. According to the embodiment of the present invention, the rigid flat plate member 9 is, for example, a roof plate and a wall plate of a simple multi-sided building. Reference numeral 10 is an umbrella portion attached to the roof top.

【0010】次に、本発明の所定長さの断面五角形状支
柱1と前記傘状または台形状の支柱接合プレート2と前
記硬質の平面状板体9とによって例えば簡易多面建造物
を組み立て施工する方法について説明する。
Next, for example, a simple multi-sided building is assembled and constructed by the pentagonal cross-section pillar 1 having a predetermined length according to the present invention, the umbrella-shaped or trapezoidal pillar-joint plate 2, and the hard flat plate 9. The method will be described.

【0011】まず、各図に示すごとく、本発明の相対向
する頂角の内角をほぼ90度とし、かつ所定の長さを有
する断面五角形状支柱1と、外形がほぼ五角形またはほ
ぼ円弧状であり、中央にほぼ五角形状の平坦部2aを有
し、かつこの平坦部2aの各辺2bより所定角度折り曲
げ形成し、各辺2bから前記断面五角形状支柱1の下面
の幅tにほぼ対応した幅の支柱取付け溝2cをそれぞれ
形成した傘状または台形状の支柱接合プレート2とを使
用して、ナット1bとボルト4とによってほぼ五角形の
基体部(梁部)11と、土台部12を組み立て、さらに
前記基体部11上に図6に示すごとく、前記支柱接合プ
レート2と断面五角形状支柱1とによって頂部(屋根
部)13を組み立て、さらに他の支柱取付け溝2cに壁
面用の断面五角形状支柱1を位置決めして同様にナット
1bとボルト4とによって固定して、前記基体部(梁
部)11と土台部12との間で複数の三角形を上下交互
に組み合わせて内部に空間部14を形成した多面構造体
15を組み立てている。
First, as shown in each of the drawings, a supporting column 1 having a pentagonal cross-section having an inner angle of 90 degrees opposite to each other and a predetermined length according to the present invention, and an outer shape having a substantially pentagonal shape or a substantially arcuate shape. Yes, it has a substantially pentagonal flat portion 2a in the center, and it is formed by bending a predetermined angle from each side 2b of this flat portion 2a, and each side 2b substantially corresponds to the width t of the lower surface of the pentagonal cross-section support 1. Assembling a base portion (beam portion) 11 and a base portion 12 having a substantially pentagonal shape with a nut 1b and a bolt 4 by using an umbrella-shaped or trapezoidal-shaped strut joining plate 2 each having a strut mounting groove 2c having a width. Further, as shown in FIG. 6, the top portion (roof portion) 13 is assembled on the base portion 11 by the strut joining plate 2 and the pentagonal cross-section strut 1, and the pentagonal cross-section for the wall surface is further provided in another strut mounting groove 2c. The pillar 1 is positioned and similarly fixed by the nut 1b and the bolt 4, and a plurality of triangles are alternately combined vertically between the base portion (beam portion) 11 and the base portion 12 to form a space portion 14 inside. The formed multi-sided structure 15 is assembled.

【0012】このようにして組み立てた多面構造体15
において、図2に示すように隣りあう各断面五角形状支
柱1の稜線1cに対して両側に形成した傾斜上面1d同
士に、ほぼ三角形状の硬質平面状板体9をフラット状態
でそれぞれ確実に取り付けている。従って、各硬質平面
状板体9間には間隙が生じることがない。なお、前記断
面五角形状支柱1の内部は空間1fになっているので、
雨水などはこの空間1fに流れることになり、簡易多面
建造物の内部に浸水することはない。
The multifaceted structure 15 assembled in this manner
2. As shown in FIG. 2, the substantially triangular hard flat plate bodies 9 are securely attached to the inclined upper surfaces 1d formed on both sides with respect to the ridgeline 1c of each adjacent pentagonal cross-section pillars 1 in a flat state. ing. Therefore, no gap is generated between the hard flat plate members 9. In addition, since the inside of the pillar 5 having the pentagonal cross section has a space 1f,
Rainwater and the like will flow into this space 1f, and will not flood the interior of the simple multi-faceted building.

【0013】なお、本実施例においては、基体部(梁
部)11と土台部12ではそれぞれ5個の断面五角形状
支柱1と5個の支柱接合プレート2を使用しており、頂
部(屋根部)13では5個の断面五角形状支柱1と1個
の支柱接合プレート2を使用している。また壁面用の断
面五角形状支柱1として10個使用しているが、これに
限ることはない。
In this embodiment, the base portion (beam portion) 11 and the base portion 12 use five pentagonal cross-section columns 1 and five column-joint plates 2, respectively, and the top portion (roof portion). 13), five pentagonal cross-section columns 1 and one column joining plate 2 are used. Further, ten pieces are used as the pentagonal cross-section pillars 1 for the wall surface, but the present invention is not limited to this.

【0014】[0014]

【発明の効果】本発明の硬質平面状板体取付け構造は、
上述のようにしたものであるから、予め工場で作られた
安価な断面五角形状支柱と支柱接合プレートとボルトと
により現場において立体的な多面構造体を容易にして、
かつ高精度に組み立てることができ、組み立て工数の削
減および解体搬送が容易、コスト低廉となるなどの効果
があるばかりでなく、特に断面五角形状支柱の断面五角
形の頂角の内、相対向する頂角の内角はそれぞれほぼ9
0度になっているので、隣りあう各断面五角形状支柱の
稜線に対して両側に形成した傾斜上面同士に、ほぼ三角
形状の硬質の平面状板体をフラット状態で、かつ各硬質
平面状板体間に間隙を生じることなく、確実にして、容
易に取り付けることができるなどの効果がある。
The hard flat plate mounting structure of the present invention is
Since it is as described above, it is possible to facilitate a three-dimensional multi-faceted structure in the field by using an inexpensive pentagonal cross-shaped support post, a support connection plate, and bolts that are made in advance in the factory.
In addition, it is possible to assemble with high precision, which not only has the effects of reducing the number of assembly steps, facilitating dismantling and transportation, and reducing the cost, but in particular the pentagonal cross section of the pentagonal cross section The inner angles of the corners are approximately 9 each
Since it is 0 degree, substantially flat triangular plate-like flat plate bodies are in a flat state on each of the inclined upper surfaces formed on both sides with respect to the ridge of adjacent pentagonal cross-section columns, and each hard flat plate There is an effect that it can be securely and easily attached without creating a gap between the bodies.

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

【図1】本発明の硬質平面状板体取付け構造の一実施例
を示す平面図である。
FIG. 1 is a plan view showing an embodiment of a hard flat plate body mounting structure of the present invention.

【図2】同 硬質平面状板体取付け構造の要部を示す部
分平面図である。
FIG. 2 is a partial plan view showing an essential part of the rigid flat plate mounting structure.

【図3】簡易多面建造物の屋根部における断面五角形状
支柱の取付け状態を示す概略側面図である。
FIG. 3 is a schematic side view showing a state in which a pillar having a pentagonal cross section is attached to a roof portion of a simple multi-sided building.

【図4】同断面五角形状支柱の斜視図である。FIG. 4 is a perspective view of a pentagonal column having the same cross section.

【図5】同側面図である。FIG. 5 is a side view of the same.

【図6】多面構造体を示す斜視図である。FIG. 6 is a perspective view showing a multi-sided structure.

【図7】従来の簡易建造物の屋根部を示す斜視図であ
る。
FIG. 7 is a perspective view showing a roof portion of a conventional simple structure.

【符号の説明】[Explanation of symbols]

1 断面五角形状支柱、1a 下面、1b ナット、
1c 稜線、1d 傾斜上面、1e 中間面、1f 空
間、2 支柱接合プレート、2a 平坦部、2b 各
辺、2c 支柱取付け溝、2d ほぼ三角状リブ、3
ボルト挿通孔、4 ボルト、5 支柱位置決め用の凸
状、6 ボルト挿通孔、7 補強リブ、8透孔、9 硬
質の平面状板体、10 傘部、11 基体部(梁部)、
12 土台部、13 頂部(屋根部)、14 空間部、
15 多面構造体、A、B、C、D、E 頂角、t 断
面五角形状支柱の下面の幅。
1 pentagonal cross section, 1a lower surface, 1b nut,
1c Ridge line, 1d Inclined upper surface, 1e Intermediate surface, 1f Space, 2 Strut joining plate, 2a Flat part, 2b Each side, 2c Strut mounting groove, 2d Nearly triangular rib, 3
Bolt insertion hole, 4 bolts, 5 convex shape for positioning the support, 6 bolt insertion hole, 7 reinforcing rib, 8 through hole, 9 rigid flat plate body, 10 umbrella portion, 11 base body portion (beam portion),
12 base part, 13 top part (roof part), 14 space part,
15 Polyhedral structure, A, B, C, D, E Apex angle, t The width of the lower surface of the pentagonal cross-section pillar.

フロントページの続き (72)発明者 山下 宏実 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 (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(72) Inventor Hiromi Yamashita 3-12-2 Nihonbashi, Chuo-ku, Tokyo Toho Seatframe Co., Ltd. (72) Inventor Shigeo Nakazato 3-12-2 Nihonbashi, Chuo-ku, Tokyo Toho Seatframe Co., Ltd. In the company

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 所定の長さとし、かつ断面五角形の頂角
の内、相対向する頂角の内角をほぼ90度とした複数の
断面五角形状支柱と、外形がほぼ五角形またはほぼ円弧
状であり、中央にほぼ五角形状の平坦部を有し、かつこ
の平坦部の角辺より所定角度折り曲げ形成し、各辺から
前記断面五角形状支柱の幅にほぼ対応した幅の支柱取付
け溝をそれぞれ形成した複数の傘状または台形状の支柱
接合プレートとによって複数の三角形を組み合わせて内
部に空間部を形成した多面構造体を形成してなり、隣り
あう各断面五角形状支柱の稜線に対して両側に形成した
傾斜上面同士に、硬質平面状板体をそれぞれ固設したこ
とを特徴とする硬質平面状板体取付け構造。
1. A plurality of pentagonal cross-section struts each having a predetermined length and having an apex angle of a pentagonal cross section with an apex angle of 90 degrees opposed to each other, and an outer shape of a substantially pentagonal shape or a substantially arcuate shape. , Having a substantially pentagonal flat portion in the center, and bending it by a predetermined angle from the corner side of this flat portion, and forming a strut mounting groove of a width substantially corresponding to the width of the pentagonal cross section strut from each side A multi-faceted structure with a space inside is formed by combining a plurality of triangles with a plurality of umbrella-shaped or trapezoidal support-joint plates, and is formed on both sides with respect to the ridgeline of each adjacent pentagonal-shaped support post. A hard planar plate mounting structure, characterized in that hard planar plates are fixedly mounted on the inclined upper surfaces.
【請求項2】 請求項1に記載の硬質平面状板をほぼ三
角形状としたことを特徴とする硬質平面状板体取付け構
造。
2. A hard flat plate mounting structure, wherein the hard flat plate according to claim 1 is formed into a substantially triangular shape.
JP5354739A 1993-12-21 1993-12-21 Hard plane type plate body installation structure Pending JPH07174114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5354739A JPH07174114A (en) 1993-12-21 1993-12-21 Hard plane type plate body installation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5354739A JPH07174114A (en) 1993-12-21 1993-12-21 Hard plane type plate body installation structure

Publications (1)

Publication Number Publication Date
JPH07174114A true JPH07174114A (en) 1995-07-11

Family

ID=18439586

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5354739A Pending JPH07174114A (en) 1993-12-21 1993-12-21 Hard plane type plate body installation structure

Country Status (1)

Country Link
JP (1) JPH07174114A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100355542B1 (en) * 2000-04-14 2002-10-11 주식회사 지엔 Greenhouse

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100355542B1 (en) * 2000-04-14 2002-10-11 주식회사 지엔 Greenhouse

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