JP2002146791A - Fall preventive safety fence for use in shaft construction work - Google Patents

Fall preventive safety fence for use in shaft construction work

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Publication number
JP2002146791A
JP2002146791A JP2000382936A JP2000382936A JP2002146791A JP 2002146791 A JP2002146791 A JP 2002146791A JP 2000382936 A JP2000382936 A JP 2000382936A JP 2000382936 A JP2000382936 A JP 2000382936A JP 2002146791 A JP2002146791 A JP 2002146791A
Authority
JP
Japan
Prior art keywords
shaft
vertical
safety fence
fall
work
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.)
Granted
Application number
JP2000382936A
Other languages
Japanese (ja)
Other versions
JP3567887B2 (en
Inventor
Setsuo Kimura
節男 木村
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.)
KIMURA KENSETSU KK
Original Assignee
KIMURA KENSETSU KK
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 KIMURA KENSETSU KK filed Critical KIMURA KENSETSU KK
Priority to JP2000382936A priority Critical patent/JP3567887B2/en
Publication of JP2002146791A publication Critical patent/JP2002146791A/en
Application granted granted Critical
Publication of JP3567887B2 publication Critical patent/JP3567887B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To eliminate a conventional complicated procedure of installation/ removal of a safety fence arranged on the periphery of a shaft in order to prevent fall of workers and passengers, the safety shaft being arranged at the time of drilling circular or rectangular shafts in the ground at 20 to 70 m intervals, installing sewage pipes by drilling a tunnel from a starting shaft to an arrival shaft by a traversing propeller, and hardening the periphery of the drilled tunnel with concrete, in execution of sewage works, tunnel construction for burying gas pipes, etc. SOLUTION: There is provided a mechanism which simplifies installation/ removal work or installation/cleanup work of vertical columns having the fall preventive safety fence set thereon, by using a circular casing buried in the circular shaft or an H beam buried in the rectangular shaft. As a result, the setting/cleanup work of the fall preventive safety fence can be carried out in a short period of time.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、下水道工事、ガス
管埋設用トンネル工事、地下鉄用トンネル工事等のよう
な立坑を構築して工事を行う道路工事等において適用さ
れる墜落防止用安全柵に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a safety fence for preventing a fall from being applied in a road construction for constructing a shaft such as a sewer construction, a tunnel construction for burying gas pipes, a subway tunnel construction and the like. Things.

【0002】[0002]

【従来の技術】現在、市街地での下水道工事等の道路工
事(以下、下水道工事という。)では、下水道工事に伴
う建設公害や建設労働者の不足・高齢化等は重大な問題
となっており、下水道工事の一層の合理化・省力化及び
安全性の向上等が求められている。そこで、道路を20
〜40m間隔で、円形立坑を堀り、その円形立坑間を掘
り進みながら下水道管を敷設する方法(KCMM工法)
が盛んに採り入れられ、従来の鋼矢板やライナープレー
トを使った土止め工法に比べて、工期の短縮と安全施
工、そして経費の節減に大いに貢献している。
2. Description of the Related Art At present, in road construction such as sewer construction in urban areas (hereinafter referred to as sewer construction), construction pollution due to sewer construction, shortage of construction workers, aging and the like are serious problems. There is a need for further rationalization and labor saving of sewerage works and improvement of safety. So, 20 roads
Drilling circular shafts at intervals of ~ 40m and laying sewer pipes while digging between the circular shafts (KCMM method)
It has been actively adopted, and has greatly contributed to shortening the construction period, safe construction, and saving costs compared to the conventional earth retaining method using steel sheet pile and liner plate.

【0003】この下水道工事は、略記すれば鋼製の円形
ケーシングを道路に油圧で圧入し、掘削を油圧式グラブ
で行い、発進立坑から到達立坑に向けて横行式推進機で
掘り進みながらコンクリート管等の下水道管を敷設し、
所要の敷設が終了した場合、使用機器を撤収した後、マ
ンホール用開口部及びそれに連結する必要空間を除きコ
ンクリート打ちして工事を完了するものである。
[0003] In this sewerage work, in short, a steel circular casing is hydraulically pressed into a road, excavation is performed by a hydraulic grab, and concrete pipes are excavated from a starting shaft to a reaching shaft by a traversing propulsion machine. Laying sewer pipes
When the required laying is completed, after the used equipment has been withdrawn, concrete construction will be completed except for the manhole opening and the necessary space connected to it.

【0004】また、ガス管埋設用トンネル工事、地下鉄
用トンネル工事等(以下、トンネル工事と略記する。)
では、道路を60〜70m間隔で、正方形又は長方形の
立坑(以下、矩形立坑という。)を堀り、その発進立坑
からカッターで横方向に掘り進み、掘削されたトンネル
周辺をコンクリートで固めながら到達立坑まで堀り所望
のトンネルを作りトンネル工事を完工するものである。
[0004] Further, tunnel construction for burying gas pipes, tunnel construction for subways, etc. (hereinafter abbreviated as tunnel construction).
Then, a square or rectangular shaft (hereinafter referred to as a rectangular shaft) is dug at the road at intervals of 60 to 70 m, and the road is dug laterally with a cutter from the starting shaft, and the area around the excavated tunnel is solidified with concrete and arrived. The tunnel is dug up to the shaft and the desired tunnel is completed to complete the tunnel construction.

【0005】[0005]

【発明が解決しようする課題】下水道工事では、大きな
円形立坑の中及び近傍で作業者が仕事をするので、立坑
近傍で作業する作業者及び通行人特に夜間での通行人の
立坑内への墜落を防止するために、立坑の周りに墜落防
止用の安全柵を巡らしていた。この安全柵は、円形ケー
シングの円周方向に適宜な間隔で複数本の支柱(主にパ
イプ)をセットし、この支柱の下端部分を円形ケーシン
グの内周面に溶接し縦支柱とする。ついで、この縦支柱
間を、適宜な間隔でパイプ等の支柱を蝶番のボルトナッ
トやクランプ等で固定して複数個の横支柱とする。ま
た、工事終了後は、蝶番のボルトナットやクランプ等を
緩め複数個の横支柱を取り外し、ついで複数個の縦支柱
を下端部をガス切断して縦支柱を取り外して墜落防止用
安全柵を撤去していた。このため、墜落防止用安全柵の
取り付け及び撤去作業には、多数の作業人が必要であ
り、また溶接工・ガス工の手配も必要であり、しかも作
業が煩雑でコスト高になっていた。さらに、縦支柱は撤
去の際、ガスで切断されるために工事ごとに新しい縦支
柱が必要となっていた。
In sewerage work, workers work in and near large circular shafts, and workers and passers-by who work near the shafts, especially those who pass by at night, fall into the shafts. In order to prevent accidents, a safety fence was installed around the shaft to prevent falls. In this safety fence, a plurality of columns (mainly pipes) are set at appropriate intervals in the circumferential direction of the circular casing, and the lower end portion of the column is welded to the inner peripheral surface of the circular casing to form a vertical column. Next, a column such as a pipe is fixed at an appropriate interval between the vertical columns with a bolt nut or a hinge or the like to form a plurality of horizontal columns. After the work is completed, loosen the bolts and nuts of the hinges and remove the horizontal supports, remove the vertical supports by gas cutting the lower ends of the vertical supports, remove the vertical supports, and remove the safety fence for fall prevention. Was. For this reason, the installation and removal of the safety fence for fall prevention requires a large number of workers and also requires the arrangement of welders and gas workers, and the work is complicated and costly. In addition, the vertical columns were cut off by gas when they were removed, so new vertical columns were required for each construction.

【0006】また、トンネル工事では、大きな矩形立坑
の中及び近傍で作業者が仕事をするので、矩形立坑近傍
で作業する作業者及び通行人特に夜間での通行人の矩形
立坑内への墜落を防止するために、矩形立坑の周りに墜
落防止用の安全柵を巡らしていた。この安全柵は、矩形
立坑の四角及び適宜な間隔で、縦支柱を矩形立坑の覆工
板に溶接等で固定し、その縦支柱間の上下を上横支柱と
下横支柱とで固定し、その上横支柱と下横支柱との間に
複数の金網を固定していた。そして、トンネル工事終了
後は、金網を固定していたものを取り除いて金網を取り
外し、さらに上横支柱と下横支柱とを縦支柱から取り外
し、縦支柱を覆工板から取り除いて墜落防止用安全柵を
撤去していた。このため、墜落防止用安全柵の取り付け
及び撤去作業には、多数の作業人が必要であり、しかも
作業が煩雑でコスト高になっていた。また、夜の自動車
等の交通のため、矩形立坑に覆工板をかぶせる工事が必
要であるが、そのため、その日の工事が終わる度に墜落
防止用安全柵を撤去し、また翌日の工事開始には覆工板
を取り除き、墜落防止用安全柵を再度組立てから作業開
始をしていたため、実際のトンネル工事以外に多くの時
間を要していた。
In tunnel construction, since workers work in and near large rectangular shafts, workers and passers-by who work near rectangular shafts, especially those passing by at night, fall into rectangular shafts. To prevent this, a safety fence was installed around the rectangular shaft to prevent falls. In this safety fence, the vertical column is fixed to the lining plate of the rectangular shaft by welding etc. at the square of the rectangular shaft and at appropriate intervals, and the upper and lower sides between the vertical columns are fixed with the upper horizontal column and the lower horizontal column, A plurality of wire meshes were fixed between the upper horizontal support and the lower horizontal support. After the completion of tunnel construction, remove the wire mesh, remove the wire mesh, remove the upper horizontal support and the lower horizontal support from the vertical support, and remove the vertical support from the lining plate to prevent crash. The fence had been removed. Therefore, a large number of workers are required to attach and remove the safety fence for fall prevention, and the operation is complicated and costly. In addition, it is necessary to cover the rectangular shaft with a lining plate for the traffic of cars at night, so the safety fence to prevent the fall was removed every time the work was completed on that day, and the work was started again the next day. Took a lot of time in addition to the actual tunnel work, since he had removed the lining plate and reassembled the safety fence for fall prevention before starting work.

【0007】[0007]

【問題を解決するための手段】本発明の第一発明は、下
端部が立坑に貫入された円形ケーシングの肉厚よりも大
きい溝幅で長さ方向に適宜な個所まで二分割されかつ上
記溝底からの長さが異なる縦支柱と、上記縦支柱間を固
定する横支柱とからなる立坑工事における墜落防止用安
全柵である。
According to a first aspect of the present invention, there is provided a fuel cell system comprising: a lower casing having a groove width larger than the thickness of a circular casing penetrating a shaft, and having a groove width divided into two parts at appropriate positions in a longitudinal direction; It is a safety fence for fall prevention in a shaft construction comprising vertical supports having different lengths from the bottom and horizontal supports for fixing the vertical supports.

【0008】つぎに本発明の第二発明は、上部固定金物
と下部固定金物とが上下に摺動しかつ固定される機能を
有し、上記上部固定金物側面に一側端辺が固定されかつ
他端側辺は開放されている複数の仕切板と、上記仕切板
間に設けられかつ上端は縦支柱を嵌入させる開口部分を
有する縦支柱嵌入部材を垂直方向から水平方向に又はそ
の逆に回動させる機能と、上記縦支柱嵌入部材を垂直に
保つかんぬき機能と、から構成される立坑工事における
墜落防止用安全柵で、よって上記課題を解決するもので
ある。
Next, a second invention of the present invention has a function in which the upper fixing hardware and the lower fixing hardware slide vertically and are fixed, and one side edge is fixed to the side surface of the upper fixing hardware. The other side is a plurality of partition plates that are open, and a vertical column fitting member provided between the partition plates and having an opening at the upper end for inserting the vertical column is rotated from the vertical direction to the horizontal direction or vice versa. An object of the present invention is to solve the above-mentioned problem by a fall prevention safety fence in a shaft construction composed of a function of moving and a bolt function of keeping the vertical column fitting member vertical.

【0009】[0009]

【実施例】本発明の第一発明の実施例を、図1乃至図7
を用いて第一実施例として説明する。図1乃至図4にお
いて、1は縦支柱であるパイプ(以下、縦パイプと記
す。)、2は縦パイプ1の下端部に切欠かれた断面U字
溝、3は断面U字溝2で二っ割りにされた半円形の長枝
柵、4は断面U字溝2で二っ割りにされた半円形の短枝
柵で、短枝柵4の溝底からの長さは長枝柵3よりも短
い。5は縦パイプ1の上端部に設けられた上部貫通溝、
6は縦パイプ1の中間部に設けられた中間貫通溝、7は
下水道工事用に設けられた立坑に埋め込まれた鋼鉄製の
円形ケーシング、8は溝底部に設けられ円形ケーシング
7の円周方向に拡がっている左右転倒防止金具、9は上
部貫通溝5に固縛されている上部蝶番、10は上部蝶番
9にボルトナット11で固定されている横支柱であるパ
イプ(以下、上部横パイプと記す。)、12は中間貫通
溝6に固縛されている中間蝶番、13は中間蝶番12に
ボルトナット14で固定されている中間横パイプであ
る。なお、Wは、縦パイプ1の下端部のU字溝2の
幅、Wは円形ケーシング7の肉厚で、W>Wの関
係である。
1 to 7 show an embodiment of the first invention of the present invention.
This will be described as a first embodiment with reference to FIG. 1 to 4, reference numeral 1 denotes a pipe as a vertical support (hereinafter referred to as a vertical pipe), 2 denotes a U-shaped groove cut out at the lower end of the vertical pipe 1, and 3 denotes a U-shaped groove 2. The semi-circular long branch fence 4 is a semi-circular short branch fence divided by a U-shaped groove 2 in section, and the length from the groove bottom of the short branch fence 4 is the long branch fence 3 Shorter than. 5 is an upper through-groove provided at the upper end of the vertical pipe 1,
Reference numeral 6 denotes an intermediate through-groove provided at an intermediate portion of the vertical pipe 1, reference numeral 7 denotes a steel circular casing embedded in a shaft provided for sewage works, and reference numeral 8 denotes a circumferential direction of the circular casing 7 provided at a groove bottom. 9 is an upper hinge fixed to the upper through groove 5 and 10 is a horizontal support pipe fixed to the upper hinge 9 with a bolt and nut 11 (hereinafter referred to as an upper horizontal pipe). , 12 is an intermediate hinge fixed to the intermediate through groove 6, and 13 is an intermediate horizontal pipe fixed to the intermediate hinge 12 with a bolt and nut 14. Incidentally, W 1, the vertical pipe 1 at the lower end of the U-shaped groove 2 of width, W 2 in the thickness of the circular casing 7, the relationship of W 1> W 2.

【0010】図5は、第一実施例の組立図、図6及び図
7は第一実施例のセット図を示すもので、図6は平面
図、図7は側面図を示すものである。図5乃至図7にお
いて、縦パイプ1,1,・・・を円形ケーシング7の円
周方向に適宜な間隔で下端部のU字溝2を利用して垂直
に立てる。この場合、長枝柵3が円形ケーシング7の内
周面に、一方短枝柵4が円形ケーシング7の外周面に接
するように垂直に立てる。ついで、上部貫通溝5,中間
貫通溝6に取り付けられた上部蝶番9,中間蝶番12の
ボルトナット11,14を介して上部横パイプ10,1
0,・・・、中間横パイプ13,13,・・・を固定す
る。なお、縦パイプ1,1,・・・の間隔が異なって中
間横パイプ13,13,・・・が固定されていない長さ
の部分はチエーン15で連結する。このチエーン15の
個所は、チエーン15を取り外して仕事の始業時・終了
時等のように作業者の出入口に使用しても良い。また、
下水道工事が終了した工事を撤収する場合は、組立てと
逆の作業工程で墜落防止用安全柵の解体作業を行えば良
い。
FIG. 5 is an assembly view of the first embodiment, FIGS. 6 and 7 are set views of the first embodiment, FIG. 6 is a plan view, and FIG. 7 is a side view. In FIGS. 5 to 7, the vertical pipes 1, 1,... Are set up vertically at appropriate intervals in the circumferential direction of the circular casing 7 using the U-shaped groove 2 at the lower end. In this case, the long branch fence 3 stands on the inner peripheral surface of the circular casing 7, while the short branch fence 4 contacts the outer peripheral surface of the circular casing 7. Next, the upper horizontal pipes 10 and 1 are connected to the upper hinges 9 and the bolts 11 and 14 of the intermediate hinges 12 attached to the upper through grooves 5 and the intermediate through grooves 6.
0,..., The intermediate horizontal pipes 13, 13,. .. Are connected by a chain 15 at different lengths of the vertical pipes 1, 1,... Where the intermediate horizontal pipes 13, 13,. The chain 15 may be detached and used at the entrance of the worker, such as at the start or end of work. Also,
In the case of withdrawing the construction after the sewer construction, the safety fence for crash prevention should be dismantled in the reverse work process of assembly.

【0011】次に、本発明の第二発明の実施例を図8乃
至図17を用いて第二実施例として説明する。図8は本
発明の第二実施例の側面図、図9はその部分拡大側面
図、図10はその部分拡大側面図、図11は正面図、図
12は平面図、図13は第二実施例が矩形立坑開口部周
辺に立てられた側面図、図14は矩形立坑開口部周辺に
立てられた墜落防止用金網の側面図、図15は矩形立坑
開口部に縦支柱が倒された側面図、図16は矩形立坑開
口部に倒された墜落防止用金網の平面図、図17は墜落
防止用金網上に覆工板を覆った状態の側面図である。
Next, a second embodiment of the present invention will be described as a second embodiment with reference to FIGS. 8 is a side view of the second embodiment of the present invention, FIG. 9 is a partially enlarged side view thereof, FIG. 10 is a partially enlarged side view thereof, FIG. 11 is a front view, FIG. 12 is a plan view, and FIG. An example is a side view standing around a rectangular shaft opening, FIG. 14 is a side view of a fall prevention wire mesh standing around a rectangular shaft opening, and FIG. 15 is a side view in which a vertical column is fallen over the rectangular shaft opening. FIG. 16 is a plan view of a fall-preventing wire mesh that has been fallen into a rectangular shaft opening, and FIG. 17 is a side view of a fall-preventing wire mesh covered with a lining plate.

【0012】図8乃至図17において、16は図示省略
の覆工板が振動により左右前後にずれるのを止める覆工
板ずれ防止枠、17は覆工板ずれ防止枠16を支えるH
型鋼、18は上端面がH型鋼17の上板下面に接する上
部固定金物、19は下端のベースプレート20でH型鋼
17の下板上面に接する下部固定金物で、同下部固定金
物19は上部固定金物18内を上下に摺動する大きさで
ある。21は上部固定金物18に一端部が固定された底
板、22は固定ジャッキ用ボルトで、同固定ジャッキ用
ボルト22は底板21を貫通し、下端はベースプレート
20に固定されている。23は固定ジャッキ用ボルト2
2に螺合された固定ジャッキ用ナットで、同固定ジャッ
キ用ナットは底板21の下方に設けられている。24は
底面が底板21にかつ側面が上部固定金物18に固定さ
れている補強板、25は仕切板、26はかんぬき、27
は縦支柱受パイプ用回転軸、28は縦支柱である。
In FIGS. 8 to 17, reference numeral 16 denotes a frame for preventing displacement of the lining plate (not shown) for preventing the lining plate from shifting left and right and back and forth due to vibration.
Model steel, 18 is an upper fixing metal whose upper end surface is in contact with the lower surface of the upper plate of the H-shaped steel 17, 19 is a lower fixing metal that contacts a lower plate upper surface of the H-shaped steel 17 with a lower base plate 20, and the lower fixing metal 19 is an upper fixing metal. 18 is a size that slides up and down. Reference numeral 21 denotes a bottom plate having one end fixed to the upper fixing hardware 18, reference numeral 22 denotes a fixing jack bolt. The fixing jack bolt 22 passes through the bottom plate 21, and the lower end is fixed to the base plate 20. 23 is a fixing jack bolt 2
The fixing jack nut is screwed into the nut 2, and the fixing jack nut is provided below the bottom plate 21. 24 is a reinforcing plate having a bottom surface fixed to the bottom plate 21 and a side surface fixed to the upper fixing hardware 18, 25 is a partition plate, 26 is a bolt, 27
Is a rotary shaft for a vertical support pipe, and 28 is a vertical support.

【0013】次に、仕切板25、かんぬき26、縦支柱
受パイプ用回転軸27、縦支柱28の関係を図11及び
図12を用いて説明する。図11及び図12に示す第二
実施例では、3枚の仕切板25a、25b、25cは上
部固定金物18にほぼ垂直に固定されている。この仕切
板25a、25bの間に縦支柱受パイプ30aが、また
仕切板25b、25cの間に縦支柱受パイプ30bが貫
入されている。27は仕切板25a、縦支柱受パイプ3
0a、仕切板25b、縦支柱受パイプ30b、仕切板2
5cを貫通している回転軸で、回転軸ナット31a、3
1bで止められている。縦支柱受パイプ30a及び30
bには、縦支柱28a及び18bが貫入固定されてい
る。かんぬき26は、かんぬき固定ボルト29で回動自
在に固定され、かんぬき26に設けられたかんぬき溝3
2と上部固定金物18に固定されたかんぬき止めボルト
33とで一時止めにしてある。また、図14及び図16
に示す34は墜落防止金網、図17の35は覆工板であ
る。
Next, the relationship among the partition plate 25, the latch 26, the rotating shaft 27 for the vertical support pipe, and the vertical support 28 will be described with reference to FIGS. In the second embodiment shown in FIGS. 11 and 12, three partition plates 25a, 25b, 25c are fixed to the upper fixing metal 18 almost vertically. The vertical support pipe 30a penetrates between the partition plates 25a and 25b, and the vertical support pipe 30b penetrates between the partition plates 25b and 25c. 27 is a partition plate 25a, a vertical support pipe 3
0a, partition plate 25b, vertical support pipe 30b, partition plate 2
5c, the rotating shaft nuts 31a, 3a
Stopped at 1b. Vertical support pipes 30a and 30
The vertical struts 28a and 18b penetrate and are fixed to b. The latch 26 is rotatably fixed by a latch fixing bolt 29, and the latch groove 3 provided in the latch 26 is provided.
2 and a latch bolt 33 fixed to the upper fixing hardware 18 to temporarily stop. 14 and FIG.
Numeral 34 indicates a fall prevention wire mesh, and numeral 35 in FIG. 17 indicates a lining plate.

【0014】このような第二実施例において、墜落防止
用安全柵を設ける場合、矩形立坑開口縁にH型鋼17を
設置する。上部固定金物18と下部固定金物19とが一
体となった固定金物をH型鋼17の上板下面と下板上面
との間に挿入する。ついで、固定ジャッキ用ナット23
を固定ジャッキ用ボルト22まわりにトルクペンチ等で
回転させて上部固定金物18を下部固定金物19の上方
に摺動させて上部固定金物18の上面と下部固定金物1
9の下端のベースプレート20とでH型鋼17の間にし
っかり固定する。回転軸27の回転軸ナット31a、3
1bを回転して縦支柱受パイプ30a、30bを垂直方
向に固定し、この縦支柱受パイプ30a、30bに縦支
柱28a、28bを挿入・固定する。さらに、かんぬき
26のかんぬき溝32をかんぬき止めボルト33で止
め、縦支柱28a、28b、縦支柱受パイプ30a、3
0bが前に倒れるのを防ぐ。この状態で矩形立坑の両側
に設けて縦支柱28を立てる。この状態を図13に示
す。この縦支柱28、28間に図14に示すように墜落
防止金網を取り付けて矩形立坑まわりの墜落防止用安全
柵とする。
In the second embodiment, when a safety fence for preventing a fall is provided, an H-shaped steel 17 is provided at the opening edge of the rectangular shaft. The fixing hardware in which the upper fixing metal 18 and the lower fixing metal 19 are integrated is inserted between the upper plate lower surface and the lower plate upper surface of the H-shaped steel 17. Then, nut 23 for fixed jack
Is rotated around the fixing jack bolt 22 with a torque pliers or the like, and the upper fixing metal 18 is slid above the lower fixing metal 19 so that the upper surface of the upper fixing metal 18 and the lower fixing metal 1 are rotated.
9 and the base plate 20 at the lower end, and firmly fixed between the H-beams 17. The rotation shaft nuts 31a and 3 of the rotation shaft 27
By rotating 1b, the vertical support pipes 30a and 30b are fixed in the vertical direction, and the vertical supports 28a and 28b are inserted and fixed to the vertical support pipes 30a and 30b. Further, the latch groove 32 of the latch 26 is fixed with the latch bolt 33, and the vertical supports 28a, 28b, the vertical support pipes 30a, 3b,
0b is prevented from falling forward. In this state, the vertical columns 28 are provided upright on both sides of the rectangular shaft. This state is shown in FIG. As shown in FIG. 14, a fall prevention wire mesh is attached between the vertical supports 28, 28 to form a fall prevention safety fence around a rectangular shaft.

【0015】次に、その日のトンネル工事が終了した場
合には、次に述べる工程を行う。まず、かんぬき止めボ
ルト33からかんぬき溝32を介してかんぬき26を取
り外し、ついで回転軸ナット31a、31bを回転して
緩めて、縦支柱28を矩形立坑の開口部側に倒し、それ
とともに縦支柱受パイプ30も倒す。この状況を図15
及び図16に示す。この状態で、覆工板35をH型鋼1
7の上に覆って矩形立坑の開口部をカバーし工事終了後
の交通に備える。翌日の工事開始時には、覆工板35を
取り除いた後、縦支柱28及び縦支柱受パイプ30を垂
直に立て、かんぬき26を掛けて縦支柱28を垂直に固
定し、墜落防止用安全柵を立てて作業を開始する。
Next, when the tunnel construction on that day is completed, the following steps are performed. First, the latch 26 is removed from the latch bolt 33 through the latch groove 32, and then the rotating shaft nuts 31a and 31b are rotated and loosened, and the vertical support 28 is lowered to the opening side of the rectangular shaft, and the vertical support Defeat the pipe 30 as well. This situation is illustrated in FIG.
And FIG. In this state, the lining plate 35 is
7 to cover the opening of the rectangular shaft to prepare for traffic after construction. At the start of the next day's construction, after removing the lining plate 35, the vertical column 28 and the vertical column receiving pipe 30 are set up vertically, the bar 26 is hung to fix the vertical column 28 vertically, and the safety fence for fall prevention is set up. To start work.

【0016】[0016]

【発明の効果】以上詳述したように,本発明の第一発明
によれば,以下に列挙するようなすぐれた効果が得られ
る。 墜落防止用安全柵の組立・解体作業が簡易な工程で行
えるので、作業効率が高くなる。 墜落防止用安全柵の組立・解体作業には溶接工・ガス
工が必要でない。 解体時に縦パイプを切断する必要がないので、次の工
程以降にも使えコストダウンになる。 解体作業のとき、蝶番のボルトナットやクランプ等を
緩めて横パイプを縦パイプに並列にセットして運べるの
で、次の作業場への運搬も容易であり、また組立作業も
簡単に行える。
As described in detail above, according to the first invention of the present invention, the following excellent effects can be obtained. Since the work of assembling and disassembling the safety fence for fall prevention can be performed in a simple process, work efficiency is improved. No welding or gas work is required for assembling and dismantling the safety fence for fall prevention. Since there is no need to cut the vertical pipe at the time of dismantling, it can be used in the subsequent steps and the cost will be reduced. At the time of dismantling work, since the horizontal pipe can be set in parallel with the vertical pipe and transported by loosening the bolts and nuts of the hinges, the transport to the next workplace is easy, and the assembling work can also be easily performed.

【0017】また、本発明の第二発明によれば,以下に
列挙するようなすぐれた効果が得られる。 墜落防止用安全柵の組立・解体作業が簡易な工程で行
えるので、作業効率が高くなる。 その日のトンネル工事が終了した場合には、墜落防止
用安全柵を矩形立坑の開口部に倒し、その上に覆工板を
覆せ、夜の交通に備え、翌日トンネル工事開始する前に
覆工板を取り外した後、矩形立坑まわりに墜落防止用安
全柵を立てかけるだけで墜落防止用安全柵が出来上がる
ので、墜落防止用安全柵の組立・撤去作業が簡単に行わ
れ、実際のトンネル工事時間が大幅に稼げる。 従来のように矩形立坑の形状に応じて墜落防止用安全
柵を変化する必要がなく、H型鋼間を上部固定金物と下
部固定金物とを摺動させて調整した後固定させるだけで
良いので、いずれの矩形立坑にたいしても即応性があ
る。 人道に掘った矩形立坑で安全性から覆工板を覆せる必
要のない場合には、墜落防止用安全柵の安全金網が人の
重量に充分に耐える強度を持っているので、トンネル工
事の終了時墜落防止用安全柵を矩形立坑の開口部に倒
し、矩形立坑の周りに点滅する電灯をつけたポールとそ
のポール間に綱を張っただけで良い。その場合には、覆
工板を移動させるクレーン等が不要で、また覆工板をカ
バー・撤去する必要がないので、トンネル工事の作業工
事が極めて効率良く出来る。
According to the second aspect of the present invention, the following excellent effects can be obtained. Since the work of assembling and disassembling the safety fence for fall prevention can be performed in a simple process, work efficiency is improved. When the tunnel construction is completed on that day, the safety fence for fall prevention is fallen to the opening of the rectangular shaft, and a lining plate is placed on top of it to prepare for night traffic. After removing the safety fence, the safety fence for fall prevention can be completed simply by leaning the fall fence around the rectangular shaft, so that the work for assembling and removing the safety fence for fall prevention is easily performed, and the actual tunnel construction time is large. Earn money. It is not necessary to change the safety fence for fall prevention according to the shape of the rectangular shaft as in the past, and it is only necessary to slide the upper fixing metal and the lower fixing metal between the H-shaped steels, adjust them, and then fix them. It is responsive to any rectangular shaft. If there is no need to cover the lining plate with a rectangular shaft dug in a human way for safety reasons, the safety wire mesh of the safety fence for fall prevention is strong enough to withstand the weight of humans. All you have to do is fall down the safety fence to the opening of the rectangular shaft and place a rope between the pole with the flashing light around the rectangular shaft and the pole. In that case, a crane or the like for moving the lining plate is unnecessary, and there is no need to cover or remove the lining plate, so that the tunnel construction work can be performed extremely efficiently.

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

【図1】 本発明の第一実施例の縦パイプの側面図であ
る。
FIG. 1 is a side view of a vertical pipe according to a first embodiment of the present invention.

【図2】 本発明の第一実施例の縦パイプの正面図であ
る。
FIG. 2 is a front view of the vertical pipe according to the first embodiment of the present invention.

【図3】 本発明の第一実施例の縦パイプの図2のII
I−III線断面図である。
FIG. 3 is a vertical pipe according to the first embodiment of the present invention.
FIG. 3 is a sectional view taken along line I-III.

【図4】 本発明の第一実施例の蝶番の断面図である。FIG. 4 is a sectional view of a hinge according to the first embodiment of the present invention.

【図5】 本発明の第一実施例の組立側面図である。FIG. 5 is an assembled side view of the first embodiment of the present invention.

【図6】 本発明の第一実施例をセットした平面図であ
る。
FIG. 6 is a plan view in which the first embodiment of the present invention is set.

【図7】 本発明の第一実施例のセットした側面図であ
る。
FIG. 7 is a set side view of the first embodiment of the present invention.

【図8】 本発明の第二実施例の側面図である。図8は
本発明の第二実施例の側面図、
FIG. 8 is a side view of a second embodiment of the present invention. FIG. 8 is a side view of a second embodiment of the present invention,

【図9】 本発明の第二実施例に係る図8の部分拡大側
面図である。
FIG. 9 is a partially enlarged side view of FIG. 8 according to the second embodiment of the present invention.

【図10】 本発明の第二実施例に係る図9の部分拡大
側面図である。
FIG. 10 is a partially enlarged side view of FIG. 9 according to the second embodiment of the present invention.

【図11】 本発明の第二実施例の正面図である。FIG. 11 is a front view of a second embodiment of the present invention.

【図12】 本発明の第二実施例の平面図である。FIG. 12 is a plan view of a second embodiment of the present invention.

【図13】 本発明の第二実施例が矩形立坑開口部周辺
に立てられた側面図である。
FIG. 13 is a side view of the second embodiment of the present invention set up around a rectangular shaft opening.

【図14】 本発明の第二実施例において矩形立坑開口
部周辺に立てられた墜落防止用金網の側面図である。
FIG. 14 is a side view of a fall-prevention wire mesh erected around a rectangular shaft opening in a second embodiment of the present invention.

【図15】 本発明の第二実施例において矩形立坑開口
部に縦支柱が倒された側面図である。
FIG. 15 is a side view of a second embodiment of the present invention, in which a vertical column is lowered at a rectangular shaft opening.

【図16】 本発明の第二実施例において矩形立坑開口
部上を墜落防止用金網が覆った平面図である。
FIG. 16 is a plan view in which a fall prevention wire mesh covers the rectangular shaft opening in the second embodiment of the present invention.

【図17】 本発明の第二実施例において墜落防止用金
網上に覆工板を覆った状態の側面図である。
FIG. 17 is a side view showing a state in which a lining plate is covered on a fall prevention wire mesh in the second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1・・・縦パイプ 2・・・U字溝 3・・・長枝柵 4・・・短枝柵 5・・・上部貫通溝 6・・・中間貫通溝 7・・・円形ケーシング 8・・・左右転倒防止金具 9・・・上部蝶番 10・・・上部横パイプ 11・・・ボルトナット 12・・・中間蝶番 13・・・中間横パイプ 14・・・ボルトナット 15・・・チエーン 16・・・覆工板ずれ防止枠 17・・・H型鋼 18・・・上部固定金物 19・・・下部固定金物 20・・・ベースプレート 21・・・底板 22・・・固定ジャッキ用ボルト 23・・・固定ジャッキ用ナット 24・・・補強板 25・・・仕切板 26・・・かんぬき 27・・・縦支柱受パイプ用回転軸 28・・・縦支柱 29・・・かんぬき固定ボルト 30・・・縦支柱受パイプ 31・・・回転軸ナット 32・・・かんぬき溝 33・・・かんぬき止めボルト 34・・・墜落防止金網 35・・・覆工板 DESCRIPTION OF SYMBOLS 1 ... Vertical pipe 2 ... U-shaped groove 3 ... Long branch fence 4 ... Short branch fence 5 ... Upper penetration groove 6 ... Middle penetration groove 7 ... Circular casing 8 ...・ Left / right fall prevention bracket 9 ・ ・ ・ Top hinge 10 ・ ・ ・ Top horizontal pipe 11 ・ ・ ・ Bolt nut 12 ・ ・ ・ Intermediate hinge 13 ・ ・ ・ Intermediate horizontal pipe 14 ・ ・ ・ Bolt nut 15 ・ ・ ・ Chain 16 ・..Frame for preventing displacement of lining plate 17: H-shaped steel 18: upper fixing hardware 19: lower fixing hardware 20: base plate 21: bottom plate 22: fixing jack bolt 23 ... Nut for fixed jack 24 ... Reinforcement plate 25 ... Partition plate 26 ... Bolt 27 ... Rotating shaft for vertical support pipe 28 ... Vertical support 29 ... Bolt fixing bolt 30 ... Vertical Prop receiving pipe 31 ・ ・ ・ Rotating shaft nut 32 ・ ・ ・Latch groove 33 ・ ・ ・ Latch bolt 34 ・ ・ ・ Fall-prevention wire mesh 35 ・ ・ ・ Backing plate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】下端部が立坑に貫入された円形ケーシング
の肉厚よりも大きい溝幅で長さ方向に適宜な個所まで二
分割されかつ上記溝底からの長さが異なる縦支柱と、上
記縦支柱間を固定する横支柱とからなることを特徴とす
る立坑工事における墜落防止用安全柵。
1. A vertical column whose lower end is divided into two portions at appropriate positions in a longitudinal direction with a groove width larger than the thickness of a circular casing penetrated into a shaft and having different lengths from the groove bottom. A safety fence for preventing a fall in a shaft construction, comprising a horizontal support for fixing between vertical supports.
【請求項2】上部固定金物と下部固定金物とが上下に摺
動しかつ固定される機能を有し、上記上部固定金物側面
に一側端辺が固定されかつ他端側辺は開放されている複
数の仕切板と、上記仕切板間に設けられかつ上端は縦支
柱を嵌入させる開口部分を有する縦支柱嵌入部材を垂直
方向から水平方向に又はその逆に回動させる機能と、上
記縦支柱嵌入部材を垂直に保つかんぬき機能と、から構
成されることを特徴とする立坑工事における墜落防止用
安全柵。
2. An upper fixed metal part and a lower fixed metal part have a function of sliding up and down and being fixed. One side is fixed to the side of the upper fixed metal and the other side is opened. A plurality of partitioning plates, a function provided between the partitioning plates and having a top end provided with an opening portion into which the vertical support is fitted, for rotating a vertical support fitting member from a vertical direction to a horizontal direction or vice versa, and the vertical support A safety fence for preventing falling in shaft construction, comprising: a latch function for keeping the insertion member vertical.
JP2000382936A 2000-11-09 2000-11-09 Safety fence for fall prevention in shaft construction Expired - Fee Related JP3567887B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000382936A JP3567887B2 (en) 2000-11-09 2000-11-09 Safety fence for fall prevention in shaft construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000382936A JP3567887B2 (en) 2000-11-09 2000-11-09 Safety fence for fall prevention in shaft construction

Publications (2)

Publication Number Publication Date
JP2002146791A true JP2002146791A (en) 2002-05-22
JP3567887B2 JP3567887B2 (en) 2004-09-22

Family

ID=18850674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000382936A Expired - Fee Related JP3567887B2 (en) 2000-11-09 2000-11-09 Safety fence for fall prevention in shaft construction

Country Status (1)

Country Link
JP (1) JP3567887B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007255060A (en) * 2006-03-23 2007-10-04 Sugita Ace Kk Safe guard for ladder

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007255060A (en) * 2006-03-23 2007-10-04 Sugita Ace Kk Safe guard for ladder

Also Published As

Publication number Publication date
JP3567887B2 (en) 2004-09-22

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