JPH0754325Y2 - Temporary rockfall protection fence for small-scale rockfall countermeasures - Google Patents

Temporary rockfall protection fence for small-scale rockfall countermeasures

Info

Publication number
JPH0754325Y2
JPH0754325Y2 JP6594793U JP6594793U JPH0754325Y2 JP H0754325 Y2 JPH0754325 Y2 JP H0754325Y2 JP 6594793 U JP6594793 U JP 6594793U JP 6594793 U JP6594793 U JP 6594793U JP H0754325 Y2 JPH0754325 Y2 JP H0754325Y2
Authority
JP
Japan
Prior art keywords
vertical
wire mesh
rockfall
protection fence
temporary
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.)
Expired - Lifetime
Application number
JP6594793U
Other languages
Japanese (ja)
Other versions
JPH0731915U (en
Inventor
尚 酒井
克教 本荘
Original Assignee
株式会社ナガワ
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 株式会社ナガワ filed Critical 株式会社ナガワ
Priority to JP6594793U priority Critical patent/JPH0754325Y2/en
Publication of JPH0731915U publication Critical patent/JPH0731915U/en
Application granted granted Critical
Publication of JPH0754325Y2 publication Critical patent/JPH0754325Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Fencing (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本案は、新規な構成を有する小規
模落石対策用の仮設落石防護柵に関するものである。
[Industrial field of application] This proposal relates to a temporary rockfall protection fence for small-scale rockfall countermeasures, which has a new structure.

【0002】[0002]

【従来の技術】従来、この種のものにあっては、下記の
ようなものになっている。 1.支柱の構造が破損時の経費低減を図るべく、組立式
になっている。 2.金網は支柱組立後に足場等を使用し、高所作業で全
面にわたって網張付けをしている。
2. Description of the Related Art Heretofore, in this type, the following has been done. 1. The strut structure is an assembly type in order to reduce costs in case of damage. 2. The wire mesh is attached to the whole surface by using scaffolds after assembling the pillars and working at high places.

【0003】[0003]

【考案が解決しようとする課題】従来の技術で述べたも
のにあっては、下記のような問題点を有していた。 1.トラックへの積み込み時にかなりの時間と手間がか
かっている。 2.設置、組立に時間がかかっていた。部品点数が多い
ので、例えば100m分の設置に1週間程度かかってい
る。 3.設置後の網張りに時間がかかる。 4.解体および保管に時間がかかる。 5.破損部分を発見するのに時間がかかる。 6.落石及び土圧により防護柵がずれる。 7.高所作業及び吊りっぱなしの作業が発生している。
The problems described in the prior art have the following problems. 1. It takes a lot of time and effort to load the truck. 2. It took time to install and assemble. Since the number of parts is large, it takes about one week to install 100 m, for example. 3. It takes time to install the net after installation. 4. It takes time to dismantle and store. 5. It takes time to find the damaged part. 6. The protective fence is displaced due to falling rocks and earth pressure. 7. Work in high places and work without suspension occur.

【0004】本願は、従来の技術の有するこのような問
題点に鑑みなされたものであり、その目的とするところ
は、上述の問題を解決することのできるものを提供しよ
うとするものである。
The present application has been made in view of the above problems of the prior art, and an object of the present application is to provide a device capable of solving the above problems.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本考案のものは下記のようになるものである。すな
わち本願のものは、仮設落石防護柵部10と支柱用保管
台11と、金網ユニット用保管台12とから構成され、
仮設落石防護柵部10は、左右の支柱2,3と、金網ユ
ニット4と、下部ステイ5とから構成され、左右の支柱
2,3は、H型鋼でなる垂直部2A1,3A1とこの垂
直部の上端に斜め上後方に連設された傾斜部2A2,3
A2とで構成された支柱本体2A,3Aと、この支柱本
体2A,3Aの背面下端に後方に向け水平状態で連設さ
れた底部2B,3Bと、支柱本体2A,3Aにおける垂
直部の背面と底部2B,3Bの後端とを連結する控部2
C,3Cと、支柱本体2A,3Aにおける垂直部2A
1,3A1の背面に後方に向け水平状態で連設された上
方足場板設置架台2D,3Dと、控部2C,3Cの背面
に後方に向け水平状態で連設された下方足場板設置架台
2E,3Eと、金網ユニット4は、正面横長の方形に構
成された枠4Aと、この枠に張設された金網4Bとから
構成されていると共に、正面平行に起立させた左右の支
柱2,3における傾斜部2A2,3A2間と、垂直部2
A1,3A1間の上方部分に嵌め込み固定されるよう構
成され、下部ステイ5は、等辺山形鋼5Aと、この等辺
山形鋼5Aの両端に溶接取付けされた連結片5Bとから
構成され、正面平行に起立させた左右の支柱2,3にお
ける垂直部2A1,3A1間の上下に嵌め込み固定され
るよう構成され、支柱用保管台11は、角パイプでなる
前後の長パイプと、左右の短パイプを平面方形に連結し
てなる基枠に吊り下げ用のフックを設け、この基枠上に
左の支柱と右の支柱とを対向状態で適数個積層する場
合、これらの各支柱が横ずれしないように隅柱などが起
立され、金網ユニット用保管台12は、平面方形に構成
された基枠に吊り下げ用のフックを設け、この基枠上に
金網ユニットを適数枚積層する場合、これらの各金網ユ
ニットが横ずれしないように支持縦枠などが起立され、
かつ、この基枠に下部アングル収納部が併設されている
小規模落石対策用の仮設落石防護柵である。この場合、
支柱本体2A,3Aにおける垂直部2A1,3A1の背
面には上下位置をもって当該垂直部より右方に向け支柱
ガイド2F,3Fを突設することができる。また、底部
2B,3Bの後方に落石時の防護柵ズレ防止用のアンカ
ーアングルを設けることができる。
[Means for Solving the Problems] In order to achieve the above object, the present invention is as follows. That is, the one of the present application is composed of a temporary rockfall protection fence portion 10, a support storage 11 for columns, and a storage 12 for wire mesh units,
The temporary rockfall protection fence part 10 is composed of left and right columns 2, 3, a wire mesh unit 4, and a lower stay 5, and the left and right columns 2, 3 are vertical parts 2A1, 3A1 made of H-shaped steel and this vertical part. Slopes 2A2, 3 that are connected diagonally upward and rearward to the upper end of the
A2, 3A pillar body composed of A2, bottom 2B, 3B horizontally connected to the lower end of the back of the pillar body 2A, 3A toward the rear, and the back surface of the vertical portion of the pillar body 2A, 3A Holding part 2 that connects the rear ends of bottom parts 2B and 3B
C, 3C and the vertical portion 2A of the pillar body 2A, 3A
Upper scaffolding board installation pedestals 2D and 3D, which are connected to the rear surfaces of 1, 3A1 in the rearward horizontal direction, and lower scaffolding board installation pedestals 2E, which are connected to the rear surfaces of the rear portions 2C and 3C in the rearward horizontal direction. , 3E and the wire netting unit 4 are composed of a frame 4A formed in the shape of a horizontally long rectangular front, and a wire netting 4B stretched over the frame, and the left and right columns 2, 3 which are erected parallel to the front surface. Between the inclined portions 2A2 and 3A2 and the vertical portion 2
The lower stay 5 is configured to be fitted and fixed in an upper portion between A1 and 3A1. The lower stay 5 includes an equilateral angle steel 5A and connecting pieces 5B welded and attached to both ends of the equilateral angle steel 5A. It is configured to be fitted and fixed vertically between the vertical portions 2A1 and 3A1 of the left and right upright columns 2 and 3, and the column storage stand 11 includes a long pipe before and after the square pipe and short pipes on the left and right sides. When a hanging hook is provided on the base frame that is connected in a square shape and an appropriate number of left and right columns are stacked on this base frame so that they face each other, be careful not to laterally shift each of these columns. When a corner pillar or the like is erected and the wire mesh unit storage stand 12 is provided with a hanging hook on a base frame configured in a flat rectangular shape, and a proper number of wire mesh units are stacked on this base frame, each of these Do not slip the wire mesh unit Such supporting vertical frame are erected so,
Moreover, this is a temporary rockfall protection fence for small-scale rockfall countermeasures, in which a lower angle storage section is attached to this base frame. in this case,
On the back surface of the vertical portions 2A1 and 3A1 of the column main bodies 2A and 3A, column guides 2F and 3F can be provided so as to extend rightward from the vertical portions at upper and lower positions. Further, an anchor angle can be provided behind the bottom portions 2B and 3B to prevent the displacement of the protective fence when a rock falls.

【0006】[0006]

【実施例】実施例について図面を参照して説明する。1
は新規な構成を有する小規模落石対策用の仮設落石防護
柵で、仮設落石防護柵部10と支柱用保管台11と、金
網ユニット用保管台12とから構成されている。仮設落
石防護柵部10は、左右の支柱2,3と、金網ユニット
4と、下部ステイ5とから構成されている。
EXAMPLES Examples will be described with reference to the drawings. 1
Is a temporary rockfall protection fence having a new structure for small-scale rockfall countermeasures, and is composed of a temporary rockfall protection fence portion 10, a support storage 11 for columns, and a storage 12 for wire mesh units. The temporary rockfall protection fence part 10 is composed of left and right columns 2, 3, a wire netting unit 4, and a lower stay 5.

【0007】以下順に説明する。左右の支柱2,3は、
H型鋼でなる垂直部2A1,3A1とこの垂直部の上端
に斜め上後方に連設された傾斜部2A2,3A2とで構
成された支柱本体2A,3Aと、この支柱本体2A,3
Aの背面下端に後方に向け水平状態で連設されたH型鋼
でなる底部2B,3Bと、支柱本体2A,3Aにおける
垂直部の背面と底部2B,3Bの後端とを連結するH型
鋼でなる控部2C,3Cと、支柱本体2A,3Aにおけ
る垂直部2A1,3A1の背面に後方に向け水平状態で
連設された横向きL状の上方足場板設置架台2D,3D
と、控部2C,3Cの背面に後方に向け水平状態で連設
された横向きL状の下方足場板設置架台2E,3Eと、
支柱本体2A,3Aにおける垂直部2A1,3A1の背
面には上下位置をもって当該垂直部より右方に向け突設
された支柱ガイド2F,3Fが構成されている。
These will be described below in order. The left and right columns 2, 3
A pillar body 2A, 3A composed of a vertical section 2A1, 3A1 made of H-shaped steel and a slanted section 2A2, 3A2 continuously provided obliquely upward and rearward on the upper end of the vertical section, and the pillar body 2A, 3A.
A bottom portion 2B, 3B made of H-shaped steel that is continuously connected to the lower end of the rear surface of A toward the rear, and an H-shaped steel that connects the back surface of the vertical portion of the pillar body 2A, 3A and the rear end of the bottom portion 2B, 3B. 2C, 3C and the rear side of the vertical portions 2A1, 3A1 of the main body 2A, 3A of the support pillars 2D, 3D in the lateral L-shape that is continuously installed in the horizontal direction toward the rear.
And laterally L-shaped lower scaffolding plate installation pedestals 2E and 3E, which are continuously provided to the rear of the backing sections 2C and 3C in a horizontal state toward the rear,
On the back surface of the vertical portions 2A1 and 3A1 of the column main bodies 2A and 3A, column guides 2F and 3F are provided which are vertically positioned and project rightward from the vertical portions.

【0008】さらに、底部2B,3Bの後方に等辺山形
鋼でなる防護柵ズレ防止用のアンカーアングル2G,3
Gが水平状態で連設され、また、傾斜部2A2,3A2
には地上で寝かせた状態で組立後、これを起立させると
きに使用する起立垂直吊り用の専用吊りピース2H,3
Hが設けられ、さらに、支柱を水平に吊るための吊り用
穴2I,3Iが底部2B,3Bに開設されている。
Further, anchor angles 2G, 3 for preventing displacement of the protective fence made of equilateral angle steel behind the bottoms 2B, 3B.
G is continuously installed in a horizontal state, and the inclined portions 2A2, 3A2
Is a hanging piece 2H, 3 for standing and vertically hanging, which is used when it is erected on the ground and then erected.
H is provided, and further, hanging holes 2I and 3I for hanging the pillar horizontally are formed in the bottom portions 2B and 3B.

【0009】金網ユニット4は、アングルをもって正面
横長の方形に構成された枠4Aと、この枠に張設された
金網4Bとから構成されている。そして、この金網ユニ
ット4は、正面平行に起立させた左右の支柱2,3にお
ける傾斜部2A2,3A2間と、垂直部2A1,3A1
間の上方部分に嵌め込みボルトBで固定されることにな
る。下部ステイ5は、等辺山形鋼5Aと、この等辺山形
鋼5Aの両端に溶接取付けされた連結片5Bとから構成
され、この連結片にはボルト穴が開設されている。そし
て、この下部ステイ5は、正面平行に起立させた左右の
支柱2,3における垂直部2A1,3A1間の上下に嵌
め込みボルトBで固定されることになる。
The wire netting unit 4 is composed of a frame 4A which is formed in a rectangular shape having an oblong front face with an angle, and a wire netting 4B stretched over the frame. The wire mesh unit 4 includes vertical portions 2A1, 3A1 between the inclined portions 2A2, 3A2 of the left and right columns 2, 3 which are erected in parallel with each other in the front.
It will be fixed by a fitting bolt B in the upper part between them. The lower stay 5 is composed of an equilateral angle steel 5A and a connecting piece 5B welded to both ends of the equilateral angle steel 5A, and a bolt hole is formed in the connecting piece. Then, the lower stay 5 is fixed by fitting bolts B above and below between the vertical portions 2A1 and 3A1 of the left and right columns 2 and 3 which are erected parallel to the front.

【0010】ついで、支柱用保管台11は、角パイプで
なる前後の長パイプ11A1,11A2と、左右の短パ
イプ11A3,11A4を平面方形に連結してなる基枠
11Aと、この基枠11Aの内側四隅に植設された前方
左右の隅柱11B1,11B2、後方左右の隅柱11B
3,11B4と、基枠11A内における中央より少しく
左方と右方にずれた位置をもって左右の短パイプと平行
に張設された左右の連結パイプ11C1,11C2と、
左の連結パイプ11C1の後方隅に植設された後方左柱
11D1および右の連結パイプ11C2の前方隅に植設
された前方右柱11D2と、左の短パイプ11A3の上
面におけるやや後方位置をもって植設された断面L型の
左方柱11E1および右の短パイプ11A4の上面にお
けるやや前方位置をもって植設された断面L型の右方柱
11E2とからなり、かつ、隅柱11B1,11B2,
11B3,11B4の頂面にはピンPが突設され、下面
にはピン穴Hが開設され、左右の連結パイプ11C1,
11C2には吊り下げ用のフックFが設けられている。
Next, the column storage base 11 is composed of long pipes 11A1 and 11A2, which are square pipes, and a base frame 11A formed by connecting the left and right short pipes 11A3 and 11A4 in a plane rectangular shape. Front and left corner pillars 11B1 and 11B2, which are planted in the four inner corners, and rear left and right corner pillars 11B
3, 11B4, and left and right connecting pipes 11C1 and 11C2 stretched in parallel with the left and right short pipes at positions slightly displaced to the left and right from the center in the base frame 11A,
A rear left column 11D1 planted in the rear corner of the left connecting pipe 11C1 and a front right column 11D2 planted in the front corner of the right connecting pipe 11C2, and a plant slightly rearward on the upper surface of the left short pipe 11A3. The left pillar 11E1 having the L-shaped cross section and the right pillar 11E2 having the L-shaped cross section, which is planted at a slightly forward position on the upper surface of the right short pipe 11A4, and the corner pillars 11B1, 11B2.
Pins P project from the top surfaces of 11B3 and 11B4, and pin holes H are formed in the bottom surfaces of the left and right connecting pipes 11C1,
11C2 is provided with a hanging hook F.

【0011】そこで、図7を参照して、この支柱用保管
台11と支柱2,3の関係を説明する。支柱用保管台1
1の上面に左の支柱2を載置する場合、当該支柱用保管
台11における前方左の隅柱11B1に、左の支柱2に
おける支柱本体2Aと底部2Bとの連結角部を係止する
状態で行う。その状態で左の支柱2を5個積層する。こ
の場合、上下に位置する左の支柱2は、支柱ガイド2
F、左方柱11E1によって互いに係止する。支柱用保
管台11の上面に右の支柱3を載置する場合、当該支柱
用保管台11における後方右の隅柱11B4に、右の支
柱3における支柱本体3Aと底部3Bとの連結角部を係
止する状態で行う。その状態で右の支柱3を5個積層す
る。この場合、上下に位置する右の支柱3は、支柱ガイ
ド3F、右方柱11E2によって互いに係止する。
Therefore, the relationship between the column storage base 11 and the columns 2 and 3 will be described with reference to FIG. Pillar storage 1
When the left support 2 is placed on the upper surface of 1, the state where the connection corner of the support main body 2A and the bottom 2B of the left support 2 is locked to the front left corner post 11B1 of the support storage 11 for support. Done in. In that state, five left columns 2 are stacked. In this case, the left column 2 located above and below is the column guide 2
F and the left column 11E1 lock each other. When the right column 3 is placed on the upper surface of the column storage base 11, the rear right corner column 11B4 of the column storage base 11 is provided with a connecting corner portion between the column body 3A and the bottom portion 3B of the right column 3. Perform in the locked state. In that state, five right columns 3 are stacked. In this case, the right columns 3 located above and below are locked to each other by the column guide 3F and the right column 11E2.

【0012】金網ユニット用保管台12は、平面方形に
構成された基枠12Aと、この基枠の四隅に植設された
断面L型材による前方左右の支持縦枠12B1,12B
2および後方左右の支持縦枠12B3,12B4と、基
枠12Aの内側に起立させた前後のコ字型材12Cで構
成された下部アングル収納部と、基枠12Aに連設した
突片に上記ピンPに対応するピン穴が開設されている連
結部12Dと、基枠12Aに設けられた吊り下げ用のフ
ックFとから構成されている。
The wire mesh unit storage stand 12 has a base frame 12A having a rectangular shape in plan view, and front and left supporting vertical frames 12B1 and 12B made of L-shaped cross-sections planted at four corners of the base frame.
2 and rear left and right supporting vertical frames 12B3, 12B4, a lower angle storage section composed of front and rear U-shaped members 12C standing upright inside the base frame 12A, and the above-mentioned pin on the projecting piece connected to the base frame 12A. It is composed of a connecting portion 12D having a pin hole corresponding to P and a hanging hook F provided on the base frame 12A.

【0013】本考案のものは下記のように組立てる。 1.地面に左右の支柱2,3を底部2B,3Bが起立し
た状態にして平行に仮置きし、これら支柱2,3間に金
網ユニット4と下部ステイ5とを配置する。 2.これらをボルトによりユニット状に連結組立てたの
ち、底部2B,3Bを下面にして全体を起立させる。す
なわち、図では立てた状態で組立てているが、実際は寝
かせた状態でワンユニット毎に組立て、それを立て吊り
して連結していく形である。 3.図3のように、各ユニット毎の連結は互いに当接す
る支柱2,3を3本のボルトで連結して行う。
The device of the present invention is assembled as follows. 1. The left and right columns 2, 3 are temporarily placed in parallel with the bottoms 2B, 3B standing upright, and the wire mesh unit 4 and the lower stay 5 are arranged between these columns 2, 3. 2. After these are connected and assembled into a unit with bolts, the whole is erected with the bottom portions 2B and 3B as the lower surface. That is, in the figure, they are assembled in an upright state, but in reality, they are assembled in a unit in a state of lying down, and they are vertically hung and connected. 3. As shown in FIG. 3, the units are connected to each other by connecting the columns 2 and 3 which are in contact with each other with three bolts.

【0014】4.支柱2,3における垂直部2A1,3
A1間の開口部6には、公知の金網を公知方法で張設す
る。また、組立作業や分解作業に際しては、上方足場板
設置架台2D,3Dと、下方足場板設置架台2E,3E
とを利用して足場板7を設置する。さらに、底部2B,
3Bの上面に公知の単管8を載せ、これに砂袋9を載せ
安定を図ることができる。なお、落石及び土圧による防
護柵ズレを防止するためのアンカーを打設し安定を図
る。全体を起立させる時に垂直に吊れるように、傾斜部
2A2,3A2の専用吊りピースにワイヤーを掛けて行
う。
4. Vertical parts 2A1 and 3 on columns 2 and 3
A well-known wire mesh is stretched by a well-known method in the opening 6 between A1. In addition, at the time of assembling work and disassembling work, the upper scaffolding plate installation pedestals 2D and 3D and the lower scaffolding plate installation pedestals 2E and 3E.
The scaffolding board 7 is installed using and. In addition, the bottom 2B,
A known single tube 8 can be placed on the upper surface of 3B, and a sand bag 9 can be placed on this to stabilize the single tube. In addition, anchors will be installed to prevent slipping of the protective fence due to falling rocks and earth pressure for stability. Wires are hung on the dedicated suspending pieces of the inclined portions 2A2 and 3A2 so that they can be suspended vertically when the whole is erected.

【0015】[0015]

【考案の効果】本考案は、上述のとおり構成されている
ので次の効果を奏する。 1.トラックへの積み卸しがスムーズで時間がかからな
い。 2.ユニット化により、設置、組立に時間がかからな
い。すなわち、100m分の設置を約3日程度で行うこ
とができる。 3.設置、組立に際して、足場などの設置が必要ない。 4.設置後の網張りを最小限にすることができる。
Since the present invention is constructed as described above, it has the following effects. 1. Loading and unloading on the truck is smooth and takes no time. 2. Unitization saves time in installation and assembly. That is, the installation for 100 m can be performed in about 3 days. 3. No scaffolding is required for installation and assembly. 4. Netting after installation can be minimized.

【0016】5.支柱用保管台11と、金網ユニット用
保管台12を使用することにより、解体時の収納および
管理、保管が簡単にできる。運搬にも便利である。すな
わち、左右の支柱2,3と、金網ユニット4との重ね積
みが可能であるため、保管スペースをとらないと共に、
保管、運送時の荷崩れを防止することができる。20m
毎に保管、管理することができる。 6.支柱用保管台11と、金網ユニット用保管台12を
使用することにより、整頓が整然とできるから破損部分
を早期に発見することができる。 7.部品単品の員数を一つずつ数える必要がない。すな
わち、支柱用保管台11と、金網ユニット用保管台12
毎の数量チェックを行えるため、数量確認に時間をとら
ない。
5. By using the column storage base 11 and the wire mesh unit storage base 12, storage, management, and storage during disassembly can be easily performed. It is also convenient for transportation. That is, since the right and left columns 2, 3 and the wire mesh unit 4 can be stacked, a storage space is not required and
It is possible to prevent load collapse during storage and transportation. 20m
Can be stored and managed for each item. 6. By using the column storage base 11 and the wire mesh unit storage base 12, tidyness can be tidied up and the damaged portion can be found early. 7. There is no need to count the number of individual parts one by one. That is, the storage base 11 for the support and the storage base 12 for the wire mesh unit
Since it is possible to check the quantity of each item, it does not take time to confirm the quantity.

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

【図1】仮設落石防護柵部の分解した斜視図である。FIG. 1 is an exploded perspective view of a temporary rockfall protection fence portion.

【図2】仮設落石防護柵部の使用状態を示す背面方向か
らの斜視図である。
FIG. 2 is a rear perspective view showing a usage state of a temporary rockfall protection fence.

【図3】A−A線拡大断面図である。FIG. 3 is an enlarged sectional view taken along line AA.

【図4】小規模落石対策用の仮設落石防護柵の分解した
斜視図である。
FIG. 4 is an exploded perspective view of a temporary rockfall protection fence for small-scale rockfall countermeasures.

【図5】小規模落石対策用の仮設落石防護柵の使用状態
の斜視図である。
FIG. 5 is a perspective view of a state of use of a temporary rockfall protection fence for small-scale rockfall countermeasures.

【図6】同上の要部拡大斜視図である。FIG. 6 is an enlarged perspective view of an essential part of the above.

【図7】支柱用保管台と支柱の関係を説明する平面図で
ある。
FIG. 7 is a plan view illustrating a relationship between a support storage for a support and the support.

【図8】図6において支柱ガイドの係合状態を中心に見
た拡大縦断面図である。
FIG. 8 is an enlarged vertical cross-sectional view mainly showing an engaged state of a column guide in FIG.

【図9】図5における要部の拡大縦断面図である。9 is an enlarged vertical cross-sectional view of a main part in FIG.

【符号の説明】[Explanation of symbols]

1 小規模落石対策用の仮設落石防護柵 10 仮設落石防護柵部 2,3 支柱 4 金網ユニット 5 下部ステイ 11 支柱用保管台 12 金網ユニット用保管台 1 Temporary rockfall protection fence for small-scale rockfall countermeasures 10 Temporary rockfall protection fence 2, 3 Pillars 4 Wire mesh unit 5 Lower stay 11 Pillar storage stand 12 Wire mesh unit storage stand

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 仮設落石防護柵部(10)と、支柱用保
管台(11)と、金網ユニット用保管台(12)とから
構成され、仮設落石防護柵部(10)は、左右の支柱
(2,3)と、金網ユニット(4)と、下部ステイ
(5)とから構成され、左右の支柱(2,3)は、H型
鋼でなる垂直部(2A1,3A1)とこの垂直部の上端
に斜め上後方に連設された傾斜部(2A2,3A2)と
で構成された支柱本体(2A,3A)と、この支柱本体
(2A,3A)の背面下端に後方に向け水平状態で連設
された底部(2B,3B)と、支柱本体(2A,3A)
における垂直部の背面と底部(2B,3B)の後端とを
連結する控部(2C,3C)と、支柱本体(2A,3
A)における垂直部(2A1,3A1)の背面に後方に
向け水平状態で連設された上方足場板設置架台(2D,
3D)と、控部(2C,3C)の背面に後方に向け水平
状態で連設された下方足場板設置架台(2E,3E)
と、金網ユニット(4)は、正面横長の方形に構成され
た枠(4A)と、この枠に張設された金網(4B)とか
ら構成されていると共に、正面平行に起立させた左右の
支柱(2,3)における傾斜部(2A2,3A2)間
と、垂直部(2A1,3A1)間の上方部分に嵌め込み
固定されるよう構成され、下部ステイ(5)は、等辺山
形鋼(5A)と、この等辺山形鋼(5A)の両端に溶接
取付けされた連結片(5B)とから構成され、正面平行
に起立させた左右の支柱(2,3)における垂直部(2
A1,3A1)間の上下に嵌め込み固定されるよう構成
され、支柱用保管台(11)は、角パイプでなる前後の
長パイプと、左右の短パイプを平面方形に連結してなる
基枠に吊り下げ用のフックを設け、この基枠上に左の支
柱と右の支柱とを対向状態で適数個積層する場合、これ
らの各支柱が横ずれしないように隅柱などが起立され、
金網ユニット用保管台(12)は、平面方形に構成され
た基枠に吊り下げ用のフックを設け、この基枠上に金網
ユニットを適数枚積層する場合、これらの各金網ユニッ
トが横ずれしないように支持縦枠などが起立され、か
つ、この基枠に下部アングル収納部が併設されているこ
とを特徴とする小規模落石対策用の仮設落石防護柵。
1. A temporary rock fall protection fence section (10), a support storage stand (11), and a wire mesh unit storage stand (12), wherein the temporary rock fall protection protection fence section (10) comprises left and right support posts. (2, 3), a wire mesh unit (4), and a lower stay (5). The left and right struts (2, 3) are vertical sections (2A1, 3A1) made of H-shaped steel and the vertical sections of these vertical sections. A pillar main body (2A, 3A) composed of a slanted portion (2A2, 3A2) continuously provided diagonally upward and rearward at the upper end, and a rear end lower end of the pillar main body (2A, 3A) connected horizontally in the rearward direction. Installed bottom part (2B, 3B) and pillar body (2A, 3A)
Of the vertical portion and the back portion (2C, 3C) connecting the rear end of the vertical portion and the rear end of the bottom portion (2B, 3B), and the pillar body (2A, 3).
The upper scaffolding board installation frame (2D, which is continuously installed in a horizontal state toward the rear on the back surface of the vertical portion (2A1, 3A1) in A)
3D) and the lower scaffolding board installation cradle (2E, 3E) which is continuously installed on the back surface of the backing section (2C, 3C) in a horizontal state facing rearward.
The wire mesh unit (4) is composed of a frame (4A) formed in a horizontally long rectangular shape in the front and a wire mesh (4B) stretched over the frame, and the left and right sides are erected parallel to the front. The pillars (2, 3) are configured to be fitted and fixed between the inclined portions (2A2, 3A2) and between the vertical portions (2A1, 3A1), and the lower stay (5) is equilateral angle steel (5A). And the connecting pieces (5B) welded to both ends of the equilateral angle steel (5A), the vertical parts (2) of the left and right columns (2, 3) standing parallel to the front.
A1, 3A1) are vertically inserted and fixed, and the column storage stand (11) is a base frame formed by connecting front and rear long pipes made of square pipes and left and right short pipes in a planar rectangular shape. A hook for hanging is provided, and when a proper number of left columns and right columns are stacked on this base frame in a state of facing each other, corner columns etc. are erected so that each of these columns does not laterally shift,
The wire mesh unit storage stand (12) is provided with a hanging hook on a base frame configured in a flat rectangular shape, and when a suitable number of wire mesh units are stacked on this base frame, these wire mesh units do not laterally shift. A temporary falling rock protection fence for small-scale rockfall countermeasures, in which a supporting vertical frame is erected like this, and a lower angle storage section is also installed side by side with this base frame.
【請求項2】 支柱本体(2A,3A)における垂直部
(2A1,3A1)の背面には上下位置をもって当該垂
直部より右方に向け支柱ガイド(2F,3F)が突設さ
れた請求項1記載の小規模落石対策用の仮設落石防護
柵。
2. A pillar guide (2F, 3F) is provided on the back surface of the vertical portion (2A1, 3A1) of the pillar body (2A, 3A) so as to extend rightward from the vertical portion at a vertical position. Temporary rockfall protection fence for the listed small-scale rockfall countermeasures.
【請求項3】 底部(2B,3B)の後方に落石時の防
護柵ズレ防止用のアンカーアングルが設けられている請
求項1あるいは請求項2記載の小規模落石対策用の仮設
落石防護柵。
3. A temporary rockfall protection fence for small-scale rockfall prevention according to claim 1 or 2, further comprising an anchor angle provided behind the bottom portions (2B, 3B) for preventing deviation of the protection fence during rockfall.
JP6594793U 1993-11-15 1993-11-15 Temporary rockfall protection fence for small-scale rockfall countermeasures Expired - Lifetime JPH0754325Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6594793U JPH0754325Y2 (en) 1993-11-15 1993-11-15 Temporary rockfall protection fence for small-scale rockfall countermeasures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6594793U JPH0754325Y2 (en) 1993-11-15 1993-11-15 Temporary rockfall protection fence for small-scale rockfall countermeasures

Publications (2)

Publication Number Publication Date
JPH0731915U JPH0731915U (en) 1995-06-16
JPH0754325Y2 true JPH0754325Y2 (en) 1995-12-18

Family

ID=13301684

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6594793U Expired - Lifetime JPH0754325Y2 (en) 1993-11-15 1993-11-15 Temporary rockfall protection fence for small-scale rockfall countermeasures

Country Status (1)

Country Link
JP (1) JPH0754325Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6456266B2 (en) * 2015-10-06 2019-01-23 株式会社ライテク Shed

Also Published As

Publication number Publication date
JPH0731915U (en) 1995-06-16

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