JPH077384U - Prop used for windproof nets, etc. - Google Patents

Prop used for windproof nets, etc.

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Publication number
JPH077384U
JPH077384U JP4654093U JP4654093U JPH077384U JP H077384 U JPH077384 U JP H077384U JP 4654093 U JP4654093 U JP 4654093U JP 4654093 U JP4654093 U JP 4654093U JP H077384 U JPH077384 U JP H077384U
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JP
Japan
Prior art keywords
root
entanglement
column
pillar
turnbuckle
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
JP4654093U
Other languages
Japanese (ja)
Inventor
省司 豊里
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP4654093U priority Critical patent/JPH077384U/en
Publication of JPH077384U publication Critical patent/JPH077384U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 (修正有) 【目的】 防風ネット、防風柵またはビニールハウス等
に用いる支柱に関するものであり、支柱と根絡みと支線
ワイヤーを一体化する。 【構造】 支柱1の根入部分3所定位置に設けた根絡み
2を支柱本体と一体に成形し、該支柱本体の頂部近傍に
根絡みの突出方向に沿って貫通孔4を穿設すると共に、
根絡み2の両端部近傍にはそれぞれ垂直方向に貫通孔5
を穿設し、これらの貫通孔4,5に挿通した支線ワイヤ
ー6の両端部を根絡み2下面にて固定しターンバックル
8を介して緊張してなる防風ネット等に用いる支柱であ
る。
(57) [Summary] (Correction) [Purpose] This is related to a pole used for windbreak nets, windbreak fences, greenhouses, etc., and the pole, the entanglement, and the branch wire are integrated. [Structure] A root entanglement 2 provided at a predetermined position of a root insertion portion 3 of a pillar 1 is integrally formed with a pillar main body, and a through hole 4 is formed near a top portion of the pillar main body along a protruding direction of the root entanglement. ,
Through holes 5 are formed in the vertical direction near both ends of the root entanglement 2.
Is a column which is used for a windproof net or the like in which both ends of the branch wire 6 inserted through these through holes 4 and 5 are fixed on the lower surface of the root entanglement 2 and tensioned via a turnbuckle 8.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は防風ネット、防風柵またはビニールハウス等に用いる支柱に関するも のであり、支柱と根絡みと支線ワイヤーを一体化したものである。 The present invention relates to a pole used for a windbreak net, a windbreak fence, a vinyl house, or the like, and is an integrated one of the pole, the entanglement, and the branch wire.

【0002】[0002]

【従来の技術】[Prior art]

従来より防風ネット、防潮ネットを張設したり農業用の大型ビニールハウスを 建てる際にコンクリート支柱が使用されていることは周知のとおりである。当該 コンクリート支柱を建てる際にはオーガーにて深く穴を掘り、支柱の根入部分を 埋設するのであるが、この際に地耐力の関係で特に根入部分を長くしなければな らないことがある。特に沖縄地方においては防風ネット、防潮ネットは必要で、 またパパイヤ等の果実或いは観葉植物等の栽培用ハウスとして大型のビニールハ ウスが建てられるが、当該地域はまた砂糖キビの主産地でもあり、その関係で畑 の土が深く耕されているために地耐力、N値が得にくいという問題がある。支柱 のみを埋設する方法では、支柱の必要高さを6m確保すると根入部分が5m程度 必要となり、支柱そのものの単価も高くなるばかりか、穴掘りのオーガー作業も 単価的に高くなっていたのが実情である。そのようなことを勘案して根入部分に 根絡みを係着し、更に支線ワイヤーを緊張して支柱の引抜きと転倒防止に努めて いるが、根絡みを取付け金具を用いて係着し、更に支柱から離れた位置にコンク リートの支線ブロックを埋設して、該支線ブロックより支柱上部に支線ワイヤー を緊張するには工期も長くかかり費用面からみても高価なものとなっていた。 It is well known that concrete columns have been used for constructing windbreak nets and tide nets, and for constructing large-scale greenhouses for agriculture. When constructing the concrete pillar, a hole is dug deeply with an auger and the root portion of the pillar is buried, but at this time, the root portion must be particularly long because of the bearing capacity. is there. Especially in the Okinawa region, windbreak nets and tide nets are required, and large vinyl houses are built as greenhouses for growing fruits such as papaya or houseplants, which is also the main production area of sugar cane. Because of this, since the soil in the fields is cultivated deeply, there is a problem that it is difficult to obtain soil resistance and N value. In the method of burying only the support pillar, if the required height of the support pillar was 6 m, the root portion would need to be about 5 m, which not only increased the unit price of the support column itself, but also increased the unit price of the auger work for digging holes. Is the reality. In consideration of such a situation, a root entanglement is attached to the root insertion part, and the branch wire is further tensioned to try to pull out the column and prevent falling.However, the root entanglement is attached using a mounting bracket, Further, it takes a long period of time to bury a concrete branch line block at a position away from the column and to tension the branch line wire above the column from the branch line block, which requires a long construction period and is expensive in terms of cost.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

出願人はこのような問題を解決せんとし、コンクリート支柱の根入部分に根絡 みを取付け金具を用いて係着し、更に支柱と離れた位置に支線ブロックを埋設し て、該支線ブロックと支柱頂部を支線ワイヤーにて緊張するという従来のコンク リート支柱の建て方を改良すべくコンクリート支柱そのものを改良して工期を短 縮し単価的にも安価とすることを課題としているものである。 The Applicant tried to solve such a problem, and fixedly attached a root entanglement to the root of the concrete prop using a fitting, and further embedded a branch line block at a position distant from the post to form the branch line block. In order to improve the conventional concrete strut construction in which the top of the strut is tensioned with a branch wire, the problem is to improve the concrete strut itself to shorten the construction period and reduce the unit cost.

【0004】[0004]

【問題点を解決するための手段】[Means for solving problems]

而して本考案にあっては係る問題に鑑み、支柱の根入部分所定位置に設けた根 絡みを支柱本体と一体に成形し、該支柱本体の頂部近傍に根絡みの突出方向に沿 って貫通孔を穿設すると共に、根絡みの両端部近傍にはそれぞれ垂直方向に貫通 孔を穿設し、これらの貫通孔に挿通した支線ワイヤーの両端部を根絡み下面にて 固定しターンバックルを介して緊張してなる防風ネット等に用いる支柱であり、 更には支柱の根入部分所定位置に根絡みを固定し、前記支柱の頂部近傍に根絡み の突出方向に沿って貫通孔を穿設すると共に、根絡みの両端部近傍にはそれぞれ 垂直方向に貫通孔を穿設し、これらの貫通孔に挿通した支線ワイヤーの両端部を 根絡み下面にて固定しターンバックルを介して緊張してなる防風ネット等に用い る支柱であり、更には支柱の根入部分所定位置に設けた根絡みを支柱本体と一体 に成形し、該支柱本体の頂部近傍に根絡みの突出方向にそれぞれ係止部を設けた 金具を装着すると共に、根絡みの両端部近傍にも上方に係止部を設けた金具をそ れぞれ装着し、支柱の係止部と根絡みの係止部に繋着した支線ワイヤーをターン バックルを介して緊張してなる防風ネット等に用いる支柱であり、更には支柱の 根入部分所定位置に根絡みを固定し、前記支柱の頂部近傍に根絡みの突出方向に それぞれ係止部を設けた金具を装着すると共に、根絡みの両端部近傍にも上方に 係止部を設けた金具をそれぞれ装着し、支柱の係止部と根絡みの係止部に繋着し た支線ワイヤーをターンバックルを介して緊張してなる防風ネット等に用いる支 柱を呈せんとするものである。 In view of the above problem, the present invention forms a entanglement provided at a predetermined position of the root insertion portion of the stanchion integrally with the stanchion body, and extends the entanglement near the top of the stanchion body along the protrusion direction of the entanglement. Through holes are formed in the vertical direction in the vicinity of both ends of the root entanglement, and both ends of the branch wire wires inserted in these through holes are fixed on the lower surface of the entanglement and the turnbuckle is attached. It is a strut used for a windbreak net that is strained via a tie.Furthermore, a root entanglement is fixed at a predetermined position of the root insertion part of the stanchion, and a through hole is formed near the top of the stanchion along the protruding direction of the entanglement. At the same time, the through holes are made in the vertical direction near both ends of the root entanglement, and both ends of the branch wire wires inserted into these through holes are fixed on the lower surface of the entanglement and tensioned through the turnbuckle. It is a pillar used for a windbreak net etc. In this case, the root entanglement provided at a predetermined position of the support post is formed integrally with the main body of the support post, and the metal fittings are provided near the top of the support main body in the protruding direction of the entanglement. Attach metal fittings with locking parts near the both ends of the entanglement, and tighten the branch wire connected to the fulcrum locking part and the entangled locking part through the turnbuckle. A stanchion used for a windbreak net, etc., and further, a root entanglement is fixed at a predetermined position of the root insertion part of the stanchion, and a metal fitting is provided near the top of the stanchion with a locking portion in the protruding direction of the root entanglement. At the same time, metal fittings with locking parts are also installed near both ends of the root entanglement, and the branch wire connected to the fulcrum locking part and the entanglement locking part is tightened via the turnbuckle. The stanchions used for the windbreak net etc.

【0005】[0005]

【実施例】【Example】

以下本考案に係る実施例の態様を図面に基いて説明すれば、図1は本考案実施 例のコンクリート支柱1を建てた状態を示すもので、2は根絡み、6は支線ワイ ヤー、8はターンバックルである。本実施例におけるコンクリート支柱1(以下 の説明においては支柱という)は根入部分3を埋設した状態において支柱1の地 上必要高さを約6mとし根入部分3の深さを約3mとしている。また根絡み2の 位置は地上GLより約0.8mで、根絡み2の長さは約3mである。根絡み2は 図5に示すように支柱1の基部より約2mの位置に当該支柱1と一体に成形され ている。前記支柱1の頂部より若干下方に、前記根絡み2の突出方向、即ち根絡 み2に沿った状態に貫通穴4を穿設しており、根絡み2の両端部より若干内方に は垂直方向に貫通穴5を穿設している。根絡み2の平面視の形状は図2に示す一 文字形、図3に示す十文字形、図4に示す略菱形があるが、その他に図示はして いないが丸形、四角形、三角形等としてもよい。また図2、図3、図4において は支柱1の横断面形状を四角形としているが丸形もしくは多角形としてもよい。 支線ワイヤー6は支柱1の頂部近傍の貫通穴4に挿通して根絡み2の両端部近傍 の貫通穴5に挿通し、両端部を根絡み2の下面において金具7を用いて係止して いるが、双方の支線ワイヤー6の途中にはそれぞれターンバックル8を配設し、 該ターンバックル8にて支線ワイヤー6を緊張している。即ち本考案に係る支柱 は、支柱1と根絡み2と支線ワイヤー6を一体化したものである。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A mode of an embodiment according to the present invention will be described below with reference to the drawings. FIG. 1 shows a state in which a concrete pillar 1 of the embodiment of the present invention is erected, 2 is rooted, 6 is a branch wire and 8 Is a turnbuckle. In the concrete pillar 1 (referred to as a pillar in the following description) in this embodiment, the required height above the pillar 1 is about 6 m and the depth of the root 3 is about 3 m when the root 3 is buried. . The position of entanglement 2 is about 0.8 m from the ground GL, and the length of entanglement 2 is about 3 m. As shown in FIG. 5, the root entanglement 2 is formed integrally with the support column 1 at a position approximately 2 m from the base of the support column 1. A through hole 4 is formed slightly below the apex of the column 1 in the protruding direction of the root entanglement 2, that is, along the root entanglement 2, and slightly inward from both ends of the root entanglement 2. A through hole 5 is formed in the vertical direction. The root entanglement 2 has a single letter shape shown in FIG. 2, a cross shape shown in FIG. 3, and a substantially rhombus shown in FIG. 4, but other shapes such as a round shape, a square shape, and a triangle shape are not shown. Good. Although the cross-sectional shape of the support column 1 is quadrangular in FIGS. 2, 3, and 4, it may be round or polygonal. The branch wire 6 is inserted into the through hole 4 near the top of the strut 1 and through the through holes 5 near both ends of the root entanglement 2, and both ends are locked on the lower surface of the root entanglement 2 using the metal fitting 7. However, a turnbuckle 8 is arranged in the middle of both branch wire 6 and the branch wire 6 is tensioned by the turnbuckle 8. That is, the pillar according to the present invention is one in which the pillar 1, the root entanglement 2, and the branch wire 6 are integrated.

【0006】 図6は二の実施例を示すもので支柱1の根入部分3に配設する根絡み2を支柱 1とは別体としているものであり、図7及び図8に示すような形態の根絡みで、 端部近傍に貫通穴5を穿設しているのは前記一体形の根絡みと同じであるが、横 断面形状が丸形で上部を細くしたテーパー状の支柱1の根入部分3の所定位置に 係合し得る大きさの穴9を中央に穿設しており、支柱1の先端部より嵌挿した根 絡み2が根入部分の所定位置で係合し固定した状態にて前記一体形と同じく支線 ワイヤー6を支柱1の頂部近傍の貫通穴4に挿通して根絡み2の両端部近傍の貫 通穴5に挿通し、両端部を根絡み2の下面において金具7を用いて係止し、双方 の支線ワイヤー6の途中にそれぞれ配設したターンバックル8にて緊張している 。尚、図7及び図8に示す根絡みの形状に限定を受けるものではなく一体形と同 じように平面視の形状を一文字形、丸形、四角形、三角形等としてもよい。FIG. 6 shows a second embodiment, in which the root entanglement 2 arranged in the root insertion portion 3 of the support 1 is separate from the support 1, and as shown in FIGS. 7 and 8. It is the same as the integral root entanglement in that the through hole 5 is formed near the end, but the cross-sectional shape is round and the upper part of the tapered strut 1 is thin. A hole 9 having a size that can be engaged at a predetermined position of the root insertion portion 3 is formed at the center, and the root entanglement 2 inserted from the tip of the support column 1 is engaged and fixed at a predetermined position of the root insertion portion. In this state, the branch wire 6 is inserted into the through hole 4 near the top of the column 1 and into the through holes 5 near both ends of the post 2 in the same manner as in the integrated type, and both ends are the bottom surface of the post 2 In this case, the metal fittings 7 are used for locking, and the turnbuckles 8 arranged in the middle of the two branch wire wires 6 are used for tensioning. The shape of the root entanglement shown in FIGS. 7 and 8 is not limited, and the shape in plan view may be a single letter shape, a round shape, a quadrangle, a triangle, etc. as in the integral shape.

【0007】 図9は三の実施例を示すもので、支柱1の根入部分3所定位置に設けた根絡み 2を支柱1と一体に成形している。該支柱1の頂部近傍には根絡み2の突出方向 に向けてそれぞれ係止部4を配設しており、根絡み2の両端部近傍にも上面に 係止部5を配設している。本実施例においては係止部4及び5は支柱1の 成形時に当該箇所に雌ネジを埋設しておき、該雌ネジにアイ・ボルトを螺着して いるが、当該構造に限定されるものではなく、通常この種の用とに用いられる係 止金具等を金属製バンドで装着してもよい。支線ワイヤー6は途中にターンバッ クル8を介在せしめて支柱1の係止部4と根絡み2の係止部5にそれぞれ繋 着しており、該支線ワイヤー6をターンバックルを介して緊張し一体化した支柱 1としている。FIG. 9 shows a third embodiment, in which the root entanglement 2 provided at a predetermined position of the root insertion portion 3 of the column 1 is formed integrally with the column 1. The near the top of the strut 1 is disposed a respective locking part 4 1 toward the protruding direction of Negarami 2, also arranged an engagement portion 5 1 on the upper surface near both end portions of the root entanglement 2 ing. In this embodiment, the locking portions 4 1 and 5 1 are formed by embedding a female screw in the relevant portion at the time of molding the column 1 and screwing an eye bolt to the female screw, but the structure is not limited to this. Instead of this, a metal fitting or the like, which is usually used for this kind of fitting, may be attached. Branch wires 6 are respectively tied wearing the locking portion 4 1 and the locking portion 5 1 of the root entanglement 2 posts 1 allowed interposed Tanba' cycle 8 in the middle, through the turnbuckle to said supporting line wire 6 strain The integrated support column 1 is used.

【0008】 図10は四の実施例を示すもので、当該実施例においても支柱1と根絡み2は 一体的に成形したものと支柱1に根絡み2を固定する形態はあるが、一の実施例 及び二の実施例と異なるところは、支柱1の基部近傍にも貫通穴4を穿設してお り、支柱1の上下の貫通穴4,4と根絡み2の貫通穴5,5に支線ワイヤー6を 挿通しターンバックル8を介して緊張している。当該実施例において支柱1の貫 通穴に変えて係止金具を装着しても良い。FIG. 10 shows a fourth embodiment, and in this embodiment as well, there is a form in which the support 1 and the root entanglement 2 are integrally formed and a form in which the root entanglement 2 is fixed to the support 1, but The difference from the first and second embodiments is that through holes 4 are also formed in the vicinity of the base of the pillar 1, and the through holes 4 and 4 above and below the pillar 1 and the through holes 5 and 5 of the root entanglement 2 are formed. The branch line wire 6 is inserted through and the tension is given via the turnbuckle 8. In this embodiment, a locking metal fitting may be attached instead of the through hole of the column 1.

【0009】[0009]

【考案の効果】[Effect of device]

以上のように本考案は、支柱1の根入部分3所定位置に設けた根絡み2を支柱 1本体と一体に成形し、該支柱1本体の頂部近傍に根絡み2の突出方向に沿って 貫通孔4を穿設すると共に、根絡み2の両端部近傍にはそれぞれ垂直方向に貫通 孔5,5を穿設し、これらの貫通孔4、5,5に挿通した支線ワイヤー6,6の 両端部を根絡み2下面にて固定7,7しターンバックル8を介して緊張してなる 防風ネット等に用いる支柱であり、更には支柱1の根入部分3所定位置に根絡み 2を固定し、前記支柱1の頂部近傍に根絡み2の突出方向に沿って貫通孔4を穿 設すると共に、根絡み2の両端部近傍にはそれぞれ垂直方向に貫通孔5,5を穿 設し、これらの貫通孔4、5,5に挿通した支線ワイヤー6,6の両端部を根絡 み2下面にて固定7,7しターンバックル8を介して緊張してなる防風ネット等 に用いる支柱であり、更には支柱1の根入部分3所定位置に設けた根絡み2を支 柱1本体と一体に成形し、該支柱1本体の頂部近傍に根絡み2の突出方向にそれ ぞれ係止部4,4を設けた金具を装着すると共に、根絡み2の両端部近傍に も上方に係止部5,5を設けた金具をそれぞれ装着し、支柱1の係止部4 ,4と根絡み2の係止部5,5に繋着した支線ワイヤー6,6をターンバ ックル8を介して緊張してなる防風ネット等に用いる支柱であり、更には支柱1 の根入部分3所定位置に根絡み2を固定し、前記支柱1の頂部近傍に根絡み2の 突出方向にそれぞれ係止部4,4を設けた金具を装着すると共に、根絡み2 の両端部近傍にも上方に係止部5,5を設けた金具をそれぞれ装着し、支柱 1の係止部4,4と根絡み2の係止部5,5に繋着した支線ワイヤー6 ,6をターンバックル8を介して緊張してなる防風ネット等に用いる支柱である から、従来の防風ネット、防潮ネット或いは大型のビニールハウス等のコンクリ ート支柱を建てる際に地耐力の関係で特に根入部分を長くしなければならないこ とがあったが、特に沖縄地方においては砂糖キビ栽培の関係から畑の土が深く耕 されているために地耐力、N値が得にくいという問題があり、支柱のみを埋設す る方法では、支柱の必要高さを6m確保すると根入部分が5m程度必要となり、 支柱そのものの単価も高くなるばかりか、穴掘りのオーガー作業も単価的に高く なっていたのが実情で、そのようなことを解決せんとして根入部分を可能な限り 浅くするために根絡みを係着し、更に支線ワイヤーを緊張して支柱の引抜きと転 倒防止に努めているが、根絡みを取付け金具を用いて係着し、更に支柱から離れ た位置にコンクリートの支線ブロックを埋設して、該支線ブロックより支柱上部 に支線ワイヤーを緊張するには工期も長くかかり費用面からみても高価なものと なっていたが、本考案では支柱1と根絡み2及び支線ワイヤー6を一体化したの で立設された支柱1は根絡み2が引抜き防止と転倒防止の目的を達成するばかり か、該根絡み2が支線ワイヤー6の支点となることにより応力に対する引張力の 分力を負担し、合せてコンクリート支柱1の圧縮力により風力に抵抗し得るもの であり、根絡み2が土で押圧されているので支線ワイヤー6は引張力として充分 に働くことが可能となるものである。本考案によれば支柱の必要高さを6m確保 するとしても根入部分の深さは約2.5〜3m程度にすることができる等、誠に 顕著なる実用的効果をゆうするものである。As described above, according to the present invention, the root entanglement 2 provided at a predetermined position of the root insertion portion 3 of the stanchion 1 is integrally formed with the main body of the stanchion 1, and the root entanglement 2 is provided near the top of the main body of the stanchion 1 along the protruding direction of the root entanglement 2. Along with the through holes 4 being formed, through holes 5 and 5 are vertically formed in the vicinity of both ends of the root entanglement 2, and the branch wire wires 6 and 6 inserted into these through holes 4, 5 and 5 are provided. Both ends are root-entangled 2 Fixed on the bottom surface 7, 7 and are tense via a turnbuckle 8 A pillar used for a windbreak net, etc. Furthermore, the root-entangled 2 is fixed at a predetermined position of the root-inserted portion 3 of the pillar 1. Then, through holes 4 are formed near the top of the pillar 1 along the protruding direction of the root entanglement 2, and through holes 5 and 5 are formed in the vertical direction near both ends of the root entanglement 2, respectively. Both ends of the branch wires 6 and 6 inserted into these through holes 4, 5 and 5 are fixed on the bottom surface of the entangled wire 2 and fixed. 7, 7 and a pillar used for a windbreak net which is strained via a turnbuckle 8. Further, a root entanglement 2 provided at a predetermined position of the pillar 1 is formed integrally with the main body of the pillar 1. , struts 1 their respective engagement portion 4 1 in the protruding direction of Negarami 2 near the top portion of the main body, 4 1 with attaching metal fitting having a locking portion upward in the vicinity of both end portions of the root entanglement 2 The metal fittings provided with 5 1 and 5 1 are attached, respectively, and the branch wires 6 and 6 connected to the locking portions 4 1 and 4 1 of the column 1 and the locking portions 5 1 and 5 1 of the root entanglement 2 are turnbacked. It is a strut used for a windbreak net or the like which is strained via 8, and further, the root entanglement 2 is fixed at a predetermined position of the root insertion portion 3 of the stanchion 1, and the root entanglement 2 is protruded in the vicinity of the top of the pillar 1. The metal fittings provided with the locking portions 4 1 and 4 1 are attached, respectively, and the upper portion is also attached near both ends of the root entanglement 2. Fittings provided with locking portions 5 1 and 5 1 on one side are attached, respectively, and the branch wire 6 connected to the locking portions 4 1 and 4 1 of the column 1 and the locking portions 5 1 and 5 1 of the root entanglement 2 , 6 are columns used for windbreak nets that are strained via turnbuckle 8, so when constructing conventional columns for windbreak nets, tide nets, or large concrete greenhouses, etc. In particular, it was necessary to lengthen the rooted part, but especially in the Okinawa region, because the soil of the field is cultivated deeply due to sugar cane cultivation, it is difficult to obtain ground resistance and N value. Yes, with the method of burying only the columns, if the required height of the columns is 6 m, the root portion will need to be about 5 m, which not only increases the unit price of the column itself, but also increases the unit price of the auger work for digging holes. It was the actual situation, To solve such a problem, the root entanglement is attached to make the root insertion part as shallow as possible, and the branch wire is further tensioned to try to pull out the pillar and prevent it from falling. It is time-consuming and expensive from the viewpoint of cost to tie them together and to embed a concrete branch line block at a position further away from the column and to tension the branch line wire above the column from the branch line block. However, in the present invention, since the pillar 1, the root entanglement 2 and the branch wire 6 are integrated, the erected pillar 1 has the root entanglement 2 not only for the purpose of preventing pulling out and falling, but also Since the entanglement 2 serves as the fulcrum of the branch wire 6, the tensile force component against the stress is borne, and in addition, the compressive force of the concrete support column 1 can resist wind force, and the root entanglement 2 is pressed by soil. Are In the branch line wire 6 is made possible to act sufficiently as a tensile force. According to the present invention, even if the required height of the support pillar is 6 m, the depth of the root-entry portion can be set to about 2.5 to 3 m, which is a very remarkable practical effect.

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

【図1】本実施例の支柱を立設した状態の正面図であ
る。
FIG. 1 is a front view showing a state in which a column of this embodiment is erected.

【図2】根絡みの形状を説明するための平面図である。FIG. 2 is a plan view for explaining the shape of root entanglement.

【図3】根絡みの形状を説明するための平面図である。FIG. 3 is a plan view for explaining the shape of root entanglement.

【図4】根絡みの形状を説明するための平面図である。FIG. 4 is a plan view for explaining the shape of root entanglement.

【図5】支柱と根絡みの関係を説明するための一部断面
した部分正面図である。
FIG. 5 is a partial front view with a partial cross section for explaining the relationship between the support column and the root entanglement.

【図6】支柱と根絡みの関係を説明するための一部断面
した部分正面図である。
FIG. 6 is a partial front view with a partial cross section for explaining the relationship between the support column and the root entanglement.

【図7】二の実施例の根絡みの形状を説明するための平
面図である。
FIG. 7 is a plan view for explaining a root-entangled shape of the second embodiment.

【図8】二の実施例の根絡みの形状を説明するための平
面図である。
FIG. 8 is a plan view for explaining a root-entangled shape of the second embodiment.

【図9】三の実施例による支柱を立設した状態の正面図
である。
FIG. 9 is a front view showing a state in which columns according to the third embodiment are erected.

【図10】四の実施例による支柱を立設した状態の正面
図である。
FIG. 10 is a front view showing a state in which columns according to the fourth embodiment are erected.

【符号の説明】[Explanation of symbols]

1 支柱 2 根絡み 3 支柱の根入部分 4 支柱の貫通穴 4支柱の係止部 5 根絡みの貫通穴 5根絡みの係止部 6 支線ワイヤー 7 支線ワイヤー係止金具 8 ターンバックル 9 根絡み中央の孔1 Strut 2 Root Entanglement 3 Root Insertion Part 4 Strut Through Hole 4 1 Strut Engagement Part 5 Root Entanglement Through Hole 5 1 Entanglement Engagement Part 6 Branch Wire 7 Branch Wire Wire Bracket 8 Turnbuckle 9 Root-entangled central hole

Claims (4)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 支柱の根入部分所定位置に設けた根絡み
を支柱本体と一体に成形し、該支柱本体の頂部近傍に根
絡みの突出方向に沿って貫通孔を穿設すると共に、根絡
みの両端部近傍にはそれぞれ垂直方向に貫通孔を穿設
し、これらの貫通孔に挿通した支線ワイヤーの両端部を
根絡み下面にて固定しターンバックルを介して緊張して
なる防風ネット等に用いる支柱。
1. A root entanglement provided at a predetermined position of a root insertion portion of a pillar is integrally formed with a pillar main body, and a through hole is formed near the top of the pillar main body along a protruding direction of the root entanglement. Perforations are formed in the vertical direction in the vicinity of both ends of the entanglement, and both ends of the branch wire wires inserted into these through holes are fixed at the lower surface of the entanglement, and a windproof net is tightened through a turnbuckle. Support used for.
【請求項2】 支柱の根入部分所定位置に根絡みを固定
し、前記支柱の頂部近傍に根絡みの突出方向に沿って貫
通孔を穿設すると共に、根絡みの両端部近傍にはそれぞ
れ垂直方向に貫通孔を穿設し、これらの貫通孔に挿通し
た支線ワイヤーの両端部を根絡み下面にて固定しターン
バックルを介して緊張してなる防風ネット等に用いる支
柱。
2. A root entanglement is fixed at a predetermined position of a root insertion portion of a column, a through hole is formed near the top of the column along the protrusion direction of the entanglement, and both ends are formed near both ends of the root entanglement. A pillar used for a windproof net or the like in which through holes are formed in the vertical direction, and both ends of branch wires inserted through these through holes are root-entangled and fixed on the lower surface and tensioned through a turnbuckle.
【請求項3】 支柱の根入部分所定位置に設けた根絡み
を支柱本体と一体に成形し、該支柱本体の頂部近傍に根
絡みの突出方向にそれぞれ係止部を設けた金具を装着す
ると共に、根絡みの両端部近傍にも上方に係止部を設け
た金具をそれぞれ装着し、支柱の係止部と根絡みの係止
部に繋着した支線ワイヤーをターンバックルを介して緊
張してなる防風ネット等に用いる支柱。
3. A root entanglement provided at a predetermined position of a root insertion portion of a column is integrally formed with a column main body, and a metal fitting is provided near the top of the column main body and provided with a locking portion in a protruding direction of the root entanglement. At the same time, metal fittings with locking parts are installed near both ends of the root entanglement, and the branch wire connected to the locking part of the column and the locking part of the entanglement is tightened through the turnbuckle. Struts used for windproof nets.
【請求項4】 支柱の根入部分所定位置に根絡みを固定
し、前記支柱の頂部近傍に根絡みの突出方向にそれぞれ
係止部を設けた金具を装着すると共に、根絡みの両端部
近傍にも上方に係止部を設けた金具をそれぞれ装着し、
支柱の係止部と根絡みの係止部に繋着した支線ワイヤー
をターンバックルを介して緊張してなる防風ネット等に
用いる支柱。
4. A root entanglement is fixed to a predetermined position of a root insertion portion of a column, and fittings are provided near the top of the column in which protrusions of the root entanglement are provided, respectively, and at the both ends of the entanglement. Also install the metal fittings with the locking parts above,
A pillar used for a windbreak net or the like in which a branch wire connected to the locking portion of the pillar and the locking portion of the root is tightened via a turnbuckle.
JP4654093U 1993-06-29 1993-06-29 Prop used for windproof nets, etc. Pending JPH077384U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4654093U JPH077384U (en) 1993-06-29 1993-06-29 Prop used for windproof nets, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4654093U JPH077384U (en) 1993-06-29 1993-06-29 Prop used for windproof nets, etc.

Publications (1)

Publication Number Publication Date
JPH077384U true JPH077384U (en) 1995-02-03

Family

ID=12750133

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4654093U Pending JPH077384U (en) 1993-06-29 1993-06-29 Prop used for windproof nets, etc.

Country Status (1)

Country Link
JP (1) JPH077384U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54156059U (en) * 1978-04-22 1979-10-30
JPS6195330U (en) * 1984-11-27 1986-06-19
JP2006257765A (en) * 2005-03-17 2006-09-28 Nippon Steel Corp Brace structure using shape memory alloy
JP2025120639A (en) * 2024-02-05 2025-08-18 俊一 新井 fence

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54156059U (en) * 1978-04-22 1979-10-30
JPS6195330U (en) * 1984-11-27 1986-06-19
JP2006257765A (en) * 2005-03-17 2006-09-28 Nippon Steel Corp Brace structure using shape memory alloy
JP2025120639A (en) * 2024-02-05 2025-08-18 俊一 新井 fence

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