JP2009030420A - Handrail for deep foundation - Google Patents
Handrail for deep foundation Download PDFInfo
- Publication number
- JP2009030420A JP2009030420A JP2007215260A JP2007215260A JP2009030420A JP 2009030420 A JP2009030420 A JP 2009030420A JP 2007215260 A JP2007215260 A JP 2007215260A JP 2007215260 A JP2007215260 A JP 2007215260A JP 2009030420 A JP2009030420 A JP 2009030420A
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- JP
- Japan
- Prior art keywords
- liner
- handrail
- steel
- deep foundation
- 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
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- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
この発明は、土木工事に関し、特に深礎工事で用いられるライナープレートの転落防止手摺に関するものである。ここでライナープレートの天端に直接ボルトにて手摺を取り付け、連結させることによっていかなる杭径でも適合できるようになり、送風換気用のダクト孔を設けたものである。 The present invention relates to civil engineering work, and more particularly, to a handrail for preventing fall of a liner plate used in deep foundation work. Here, by attaching and connecting handrails directly to the top of the liner plate with bolts, any pile diameter can be adapted, and a duct hole for ventilation ventilation is provided.
従来、深礎工事等に用いる開口部の手摺は、ライナープレートの外周に手摺柱、単管パイプ等を使用し、手摺として使用していた。施工径はさまざまで直径1.2mから約10.0mまで、その都度現地で手摺を作成していた。 Conventionally, handrails for openings used for deep foundation work or the like have been used as handrails by using handrail columns, single pipe pipes, etc. on the outer periphery of the liner plate. The construction diameters varied, ranging from 1.2m to 10.0m, and handrails were made on site each time.
これは、次のような欠点があった。
(イ)従来、さまざまな施工径のライナープレートに応じて、現地で単管パイプ等で手摺を作成し、施工径に応じ本数や長さを変える必要があった。
(ロ)ライナープレート内への落石防止の幅木として、外周に足場板等も設置しなければならなかった。
(ハ)深礎工事に必要な送風換気のダクトが手摺によって折れ曲がり、欠損ができ、送風能力が低下していた。
本発明は以上のような欠点をなくすためになされたものである。This has the following drawbacks.
(B) Conventionally, it has been necessary to create handrails with a single pipe pipe, etc., on site according to liner plates of various construction diameters, and to change the number and length according to the construction diameter.
(B) As a baseboard for preventing falling rocks into the liner plate, a scaffolding plate and the like had to be installed on the outer periphery.
(C) The ventilation ventilation duct required for the foundation work was bent by the handrail, was damaged, and the ventilation capacity was reduced.
The present invention has been made to eliminate the above drawbacks.
この課題を解決するため、均等に並んだ鉄パイプ(1)の下端にボルト孔の開いた等辺山型鋼A(2)を取付け、側面に落石防止用の鉄板A(3)を取り付ける。上端にも等辺山形鋼B(4)を取付け、両端にボルト孔の開いた鉄板B(5)を取り付ける。送風ダクトの大きさに合わせて鉄パイプを円形状に切断し、切断面に円形鉄板(6)を取り付ける。
本発明は、以上の構成よりなる深礎ライナー手摺である。In order to solve this problem, the equilateral mountain steel A (2) having bolt holes is attached to the lower ends of the equally arranged iron pipes (1), and the iron plate A (3) for preventing falling rocks is attached to the side surface. An equilateral angle steel B (4) is attached to the upper end, and an iron plate B (5) with bolt holes is attached to both ends. An iron pipe is cut into a circular shape according to the size of the air duct, and a circular iron plate (6) is attached to the cut surface.
This invention is a deep foundation liner handrail which consists of the above structure.
手摺の枚数を増減するだけであらゆる大きさのライナープレートに応用することができる。又、安全衛生規則第552条に基づき、規定の手摺高さ以上有している為、現地での高さ調整や落石防止の幅木の取付けが不要となった。又、送風グクト用の開口を設けている為、手摺によってダクトが折れ曲がる事無く坑内に降ろせるようになった。 It can be applied to liner plates of any size by simply increasing or decreasing the number of handrails. In addition, according to Article 552 of the Safety and Health Regulations, the height of the handrail exceeds the specified level, so there is no need to adjust the height on the site and to install a baseboard to prevent falling rocks. Moreover, since the opening for the air blow gut is provided, the duct can be lowered into the mine without being bent by the handrail.
以下、本発明の実施をするための最良の形態について説明する。
高さ1.0mの鉄パイプ(1)を均等に5本並べ、下端にボルト孔が2箇所開いた等辺山型鋼A(2)を取付ける。
この時、いかなる直径のライナープレートでもボルト間隔は製品上決まっている為、所定の間隔に合わせてボルト孔を2箇所開口させておく。
鉄パイプ(1)の側面の下端には高さ25cmの落石防止用の鉄板A(3)を取り付ける。
上端には等辺山形鋼B(4)を取付け、両端にボルト孔の開いた鉄板B(5)を取り付ける。
この時、上記同様、いかなる直径のライナープレートでもボルト間隔は製品上決まっている為、所定の間隔に合わせてボルト孔を開口させておく。
送風ダクトの大きさに合わせて鉄パイプを円形状に切断し、切断面に円形鉄板(6)を取り付ける。
この深礎ライナー手摺の下端を、既存ライナープレート(7)天端のボルト孔に合わせてボルト(8)にて固定する。
これを既存ライナープレート(7)に全周取付ける。
深礎ライナー手摺の天端の両側に取り付けられた鉄板B(5)を利用して、隣り合う深礎ライナー手摺をボルト(8)にて固定し、連結していく。
深礎ライナー手摺の送風ダクト孔に送風ダクトを通せばダクトが折れ曲がる事無く換気ができるようになる。Hereinafter, the best mode for carrying out the present invention will be described.
Five steel pipes (1) having a height of 1.0 m are evenly arranged, and equilateral mountain steel A (2) having two bolt holes opened at the lower end is attached.
At this time, since the bolt interval is determined by the product in any diameter liner plate, two bolt holes are opened in accordance with the predetermined interval.
An iron plate A (3) for preventing falling rocks having a height of 25 cm is attached to the lower end of the side surface of the iron pipe (1).
Equilateral angle steel B (4) is attached to the upper end, and iron plate B (5) with bolt holes is attached to both ends.
At this time, since the bolt interval is determined by the product in the liner plate of any diameter as described above, the bolt holes are opened in accordance with the predetermined interval.
An iron pipe is cut into a circular shape according to the size of the air duct, and a circular iron plate (6) is attached to the cut surface.
The bottom end of the deep foundation liner handrail is fixed with the bolt (8) in accordance with the bolt hole at the top end of the existing liner plate (7).
This is attached to the existing liner plate (7) all around.
Using the iron plates B (5) attached to both sides of the top edge of the deep liner liner handrail, adjacent deep foundation liner handrails are fixed with bolts (8) and connected.
By passing the air duct through the air duct hole of the deep liner liner handrail, ventilation can be performed without bending the duct.
本発明に係わる深礎ライナー手摺は、工業的に量産する事が可能であるため、産業上の利用可能性を有する。 Since the deep liner liner handrail according to the present invention can be industrially mass-produced, it has industrial applicability.
1 鉄パイプ
2 等辺山型鋼A
3 鉄板A
4 等辺山型鋼B
5 鉄板B
6 円形鉄板
7 既存ライナープレート
8 ボルト
9 送風ダクト1 Iron Pipe 2 Isanayama Steel A
3 Iron plate A
4 Isobeyama Steel B
5 Iron plate B
6
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007215260A JP2009030420A (en) | 2007-07-25 | 2007-07-25 | Handrail for deep foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007215260A JP2009030420A (en) | 2007-07-25 | 2007-07-25 | Handrail for deep foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2009030420A true JP2009030420A (en) | 2009-02-12 |
Family
ID=40401210
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2007215260A Pending JP2009030420A (en) | 2007-07-25 | 2007-07-25 | Handrail for deep foundation |
Country Status (1)
Country | Link |
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JP (1) | JP2009030420A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5569705B1 (en) * | 2013-12-16 | 2014-08-13 | 株式会社上村組 | Drilling hole fall prevention device |
CN106120810A (en) * | 2016-08-22 | 2016-11-16 | 中国建筑第八工程局有限公司 | Anti-collapse protection device in a kind of hole |
-
2007
- 2007-07-25 JP JP2007215260A patent/JP2009030420A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5569705B1 (en) * | 2013-12-16 | 2014-08-13 | 株式会社上村組 | Drilling hole fall prevention device |
JP2015117565A (en) * | 2013-12-16 | 2015-06-25 | 株式会社上村組 | Device for preventing fall into excavation hole |
CN106120810A (en) * | 2016-08-22 | 2016-11-16 | 中国建筑第八工程局有限公司 | Anti-collapse protection device in a kind of hole |
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