JPS6074556U - Windproof structure - Google Patents

Windproof structure

Info

Publication number
JPS6074556U
JPS6074556U JP16946083U JP16946083U JPS6074556U JP S6074556 U JPS6074556 U JP S6074556U JP 16946083 U JP16946083 U JP 16946083U JP 16946083 U JP16946083 U JP 16946083U JP S6074556 U JPS6074556 U JP S6074556U
Authority
JP
Japan
Prior art keywords
support
approximately
bending rigidity
height
structure according
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
JP16946083U
Other languages
Japanese (ja)
Inventor
井岡 晴男
安藤 吉晴
Original Assignee
日東電工株式会社
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 日東電工株式会社 filed Critical 日東電工株式会社
Priority to JP16946083U priority Critical patent/JPS6074556U/en
Publication of JPS6074556U publication Critical patent/JPS6074556U/en
Pending legal-status Critical Current

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  • Building Environments (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

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

第1図は従来の防風構造を示す説明図、第2図Aは本考
案に係る防風構造を示す正面説明図、第2図Bは第2図
Aにおけるb−b断面説明図、第3図は本考案防風構造
の使用状態を示す説明図、第4図は本考案の別実流側を
示す正面説明図、第5図は本考案において使用するFR
P支柱を示す説明図である。 図において、1.・・・は支柱、3.・・・は網である
Fig. 1 is an explanatory diagram showing a conventional windproof structure, Fig. 2A is a front explanatory diagram showing a windproof structure according to the present invention, Fig. 2B is an explanatory diagram of the b-b cross section in Fig. 2A, and Fig. 3 is an explanatory diagram showing the usage state of the windproof structure of the present invention, Fig. 4 is a front explanatory diagram showing the separate actual flow side of the present invention, and Fig. 5 is an FR diagram used in the present invention.
It is an explanatory view showing a P pillar. In the figure, 1. ... is a pillar, 3. ...is a net.

Claims (6)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)多数本の支柱を立設し、この支柱に網を張設せる
防風網において、支柱に繊維強化プラスチック棒を使用
し、かつ該棒の曲げ剛性を風速10m/s下での支柱上
端の撓み角を4°以上とするように設定したことを特徴
とする防風構造。
(1) In a windbreak net in which a large number of pillars are erected and a net is stretched over the pillars, fiber-reinforced plastic rods are used for the pillars, and the bending rigidity of the rods is determined at the upper end of the pillars under a wind speed of 10 m/s. A windproof structure characterized by having a deflection angle of 4° or more.
(2)支柱高さが約1mであって、支柱の曲げ剛性が5
×1(173〜111Pkg・rIr!n2であること
を特徴とする実用新案登録請求の範囲第1項記載の防風
構造。
(2) The height of the support is approximately 1m, and the bending rigidity of the support is 5.
×1 (173 to 111 Pkg·rIr!n2) The windproof structure according to claim 1, which is a registered utility model.
(3)支柱高さが約2mであって、支柱の曲げ剛性が2
×107〜2×ICPkg・1rr!rL2であること
を特徴とする実用新案登録請求の範囲第1項記載の防風
、構造。    −
(3) The height of the support is approximately 2m, and the bending rigidity of the support is approximately 2m.
×107~2×ICPkg・1rr! The windbreak structure according to claim 1 of the registered utility model, characterized in that it is rL2. −
(4)支柱高さが約3mであって、支柱の曲げ剛性が4
X107〜4 X 1(F’に9・wn2であることを
特徴とする実用新案登録請求の範囲第1項記載の防風構
造。
(4) The height of the support is approximately 3m, and the bending rigidity of the support is 4.
The windproof structure according to claim 1, characterized in that X107~4X1 (F' is 9.wn2).
(5)支柱高さが約4mであって、支柱め曲げ剛性が1
f〜109kg・rIrIIt2であることを特徴とす
る実用新案登録請求の範囲第1項記載の防風構造。
(5) The height of the column is approximately 4 m, and the bending rigidity of the column is 1
The windproof structure according to claim 1, characterized in that the weight is f~109 kg/rIrIIt2.
(6)支柱高さが約5mであって、支柱の曲げ剛性が3
X1伊〜3X1σに9・rIrIrL2であることを特
徴とする実用新案登録請求の範囲第1項記載の防風構造
(6) The height of the support is approximately 5m, and the bending rigidity of the support is 3.
The windproof structure according to claim 1, which is a utility model, characterized in that X1I to 3X1σ is 9.rIrIrL2.
JP16946083U 1983-10-31 1983-10-31 Windproof structure Pending JPS6074556U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16946083U JPS6074556U (en) 1983-10-31 1983-10-31 Windproof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16946083U JPS6074556U (en) 1983-10-31 1983-10-31 Windproof structure

Publications (1)

Publication Number Publication Date
JPS6074556U true JPS6074556U (en) 1985-05-25

Family

ID=30370210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16946083U Pending JPS6074556U (en) 1983-10-31 1983-10-31 Windproof structure

Country Status (1)

Country Link
JP (1) JPS6074556U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014198966A (en) * 2013-03-29 2014-10-23 日鐵住金建材株式会社 Windbreak fence

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5518491A (en) * 1978-07-21 1980-02-08 Ciba Geigy Ag Method of foaming plastic material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5518491A (en) * 1978-07-21 1980-02-08 Ciba Geigy Ag Method of foaming plastic material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014198966A (en) * 2013-03-29 2014-10-23 日鐵住金建材株式会社 Windbreak fence

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