JPH0680269B2 - How to install safety handrails on the pier - Google Patents
How to install safety handrails on the pierInfo
- Publication number
- JPH0680269B2 JPH0680269B2 JP62276579A JP27657987A JPH0680269B2 JP H0680269 B2 JPH0680269 B2 JP H0680269B2 JP 62276579 A JP62276579 A JP 62276579A JP 27657987 A JP27657987 A JP 27657987A JP H0680269 B2 JPH0680269 B2 JP H0680269B2
- Authority
- JP
- Japan
- Prior art keywords
- pier
- safety
- handrail
- steel frame
- gantry
- 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 - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/142—Railings extensible or telescopic
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Steps, Ramps, And Handrails (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、構台桟橋における安全手摺の設置方法に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention relates to a method for installing a safety handrail on a gantry pier.
掘削工事や地下階の構築に際し、敷地内に、構台桟橋を
構築して、クラムシェルバケットの装備された掘削機や
レッカー車、ダンプトラック等を乗り入れるようにする
場合、構台桟橋の外周部には、安全手摺を設置して、作
業員の墜落防止などの安全対策を施すことが必要とされ
ている。In the case of excavation work or construction of a basement floor, when constructing a gantry pier on the premises and carrying an excavator equipped with a clamshell bucket, a tow truck, a dump truck, etc., in the outer periphery of the gantry pier, It is necessary to install safety handrails and take safety measures such as preventing workers from falling.
従来では、柱鉄骨と、柱鉄骨上に架設される大曳と、大
曳間に架設される根太と、根太上に敷設される覆工板と
から構成される構台桟橋を構築した後、構台桟橋の外周
部に位置する根太用鉄骨の上に、上面に鞘管が立設され
たベースプレートを複数個、所定間隔おきにボルト締め
し、各鞘管に単管縦地を差し込み、単管縦地間に直交ク
ランプ等を介して布単管を架設して安全手摺を構成して
いた。Conventionally, after constructing a pier pier consisting of a pillar steel frame, a large tow erected on the pillar steel frame, a joist erected between the large tow and a lining plate laid on the joist On the joist steel frame located on the outer periphery of the pier, bolt a plurality of base plates with sheath pipes erected on the upper surface at predetermined intervals, insert a single pipe vertical into each sheath pipe, and A safe handrail was constructed by laying a cloth single pipe between the grounds with a cross clamp or the like.
上記の従来例では、構台桟橋の構築完了後に安全手摺を
設置するため、構台桟橋の構築途中、殊に、覆工板の敷
設作業時に墜落事故が発生する虞れがあった。In the above-mentioned conventional example, since the safety handrails are installed after the construction of the gantry pier is completed, there is a possibility that a crash accident may occur during the construction of the gantry pier, especially at the time of laying the lining plate.
上記の従来欠点に鑑み、本発明は、覆工板の敷設作業時
においても安全を確保できる構台桟橋における安全手摺
の設置方法を提案するものである。In view of the above-mentioned conventional drawbacks, the present invention proposes a method of installing a safety handrail on a gantry pier that can ensure safety even when laying a lining plate.
上記の目的を達成するために、本発明が講じた技術的手
段は、次の通りである。即ち、本発明による構台桟橋に
おける安全手摺の設置方法は、柱鉄骨と、柱鉄骨上に架
設される大曳と、大曳間に架設される根太と、根太上に
敷設される覆工板とから構成される構台桟橋の外周部に
安全手摺を設置するにあたり、構台桟橋の外周部に配置
すべき根太用鉄骨に、予め地上での作業により、上面に
鞘管が立設されたベースプレートを複数個、所定間隔お
きに取り付けると共に、当該ベースプレート間には、安
全手摺を、その下端部が前記鞘管に挿入された状態に立
設しておき、しかる後、この鉄骨を大曳の上に架設して
覆工板を敷設することを特徴としている。The technical means taken by the present invention to achieve the above object are as follows. That is, the installation method of the safety handrail in the gantry pier according to the present invention includes a pillar steel frame, a large tow that is erected on the pillar steel frame, a joist that is erected between the large tow bars, and a lining plate that is laid on the joist. When installing safety handrails on the outer circumference of the gantry pier, the steel beams for joists that should be placed on the outer circumference of the gantry pier are preliminarily grounded, and a plurality of base plates with sheath pipes are erected on the upper surface in advance. Individually, they are attached at predetermined intervals, and a safety handrail is erected upright between the base plates with the lower end of the handrail inserted into the sheath pipe, and then this steel frame is erected on the large towbar. It is characterized by laying a lining board.
上記の構成によれば、根太を組み終えた時点では、安全
手摺が完成しているので、当該安全手摺を持って、或い
は安全手摺や相対向する安全手摺間に張り渡した横親綱
に命綱を引っ掛けて、根太上を歩行することができ、覆
工板の敷設作業中にも安全を確保できる。According to the above configuration, since the safety handrail is completed at the time when the joists are assembled, the liferail is held with the safety handrail or the safety parent handrail or the cross parent rope stretched between the opposing safety handrails. You can walk on the joists by hooking, and you can secure safety even during the laying work of the lining plate.
また根太用鉄骨には、予め、地上で、ベースプレート及
び安全手摺を取り付けておくので、根太用鉄骨に対する
ベースプレートの取付け作業も、構台桟橋から身を乗り
出して行う必要がなく、安全である。In addition, since the base plate and the safety handrail are attached to the joist steel frame on the ground in advance, it is safe to attach the base plate to the joist steel frame without leaning out from the gantry pier.
以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.
図において、1は構台桟橋であり、柱鉄骨2と、柱鉄骨
2上に架設された大曳3と、大曳3間に架設された根太
4と、根太4上に敷設された覆工板5とから構成されて
いる。6,6′は構台桟橋1の外周部に設置された安全手
摺、7は安全手摺6,6′(又は後述する鞘管10)にゴム
紐8等によって縛り付けられた幅木であり、小物の落下
を防止している。9はクラムシェルバケットを装備した
掘削機である。In the figure, reference numeral 1 denotes a gantry pier, which is a pillar steel frame 2, a large haul 3 erected on the pillar steel frame 2, a joist 4 erected between the taiki 3, and a lining plate laid on the joist 4. It is composed of 5 and. 6,6 'are safety handrails installed on the outer periphery of the gantry pier 1, and 7 is a baseboard tied to the safety handrails 6,6' (or the sheath pipe 10 described later) with a rubber cord 8 or the like. Prevents falling. 9 is an excavator equipped with a clamshell bucket.
前記安全手摺6,6′は次のようにして構台桟橋1の外周
部に設置される。The safety handrails 6 and 6'are installed on the outer periphery of the gantry pier 1 as follows.
即ち、柱鉄骨2及び大曳3を施工する一方、適当な時点
で、予め、地上での作業により、構台桟橋1の外周部に
配置すべき根太4用鉄骨の上フランジ4aに、上面に2本
の鞘管10が立設されたベースプレート11を複数個、所定
間隔おきにボルト・ナット12で取り付けると共に、当該
ベースプレート11間には、一対の支柱6a,6a′と手摺部6
b,6b′とから成る安全手摺6,6′を、その支柱6a,6a′下
端部が前記鞘管10に挿入された状態に立設しておく。ま
た鞘管10又は安全手摺6,6′には、予め適当な高さの位
置に幅木7をゴム紐8等で縛り付けておく。That is, while the pillar steel frame 2 and the large tow 3 are being constructed, at an appropriate time, by the work on the ground in advance, the upper flange 4a of the steel frame for joist 4 which should be arranged on the outer peripheral portion of the gantry pier 1 has a top surface 2 A plurality of base plates 11 on which two sheath tubes 10 are erected are attached at predetermined intervals with bolts and nuts 12, and between the base plates 11, a pair of columns 6a, 6a 'and a handrail 6 are provided.
Safety handrails 6 and 6'composed of b and 6b 'are erected in a state where the lower ends of the columns 6a and 6a' are inserted into the sheath tube 10. In addition, the skirting board 7 is previously tied to the sheath tube 10 or the safety handrails 6 and 6'at a suitable height position with a rubber cord 8 or the like.
そして、上記の根太4用鉄骨を、第4図に示すように、
大曳3の上に架設し、しかる後、根太4上に覆工板5を
敷設し、幅木7を覆工板5に当接又は近接する位置まで
引き下げるのである。Then, as shown in FIG. 4, the steel frame for joists 4 is
The lining board 5 is laid on the large tow 3, and then the lining board 5 is laid on the joist 4, and the skirting board 7 is pulled down to a position where the skirting board 7 abuts or comes close to the lining board 5.
構台桟橋1の解体は、逆の手順によって行われ、安全手
摺6の付いたまま根太4が撤去される。The dismantling of the gantry pier 1 is performed by the reverse procedure, and the joist 4 is removed with the safety handrail 6 still attached.
尚、安全手摺6,6′のうち、大部分6は、横幅、高さの
一定(例えば、横幅が2m、高さが1.3m程度に設定され
る。)したものであるが、端部に設置する安全手摺6′
は、横幅を調整できるようになっており、また掘削機9
のカウンターウエイトの回転軌跡内に位置する安全手摺
6′については、高さを調整できるようになっている。
これらの調整は、横幅調整専用の安全手摺と高さ調整専
用の安全手摺の2種類を設けて、個別的に行ってもよい
が、この実施例では、汎用性が得られるように、横幅と
高さの両方を調整可能な安全手摺6′を使用している。
この安全手摺6′は、第5図に示すように、手摺部6b′
を内外二重管にして互いに摺動自在に嵌合させ、支柱6
a′とこれを差し込む鞘管10に夫々上下複数段にピン孔
を穿設して、ピン13を挿通するピン孔の選択により高さ
を調整すべく構成したものである。Most of the safety handrails 6, 6 ′ have a constant width and height (for example, the width is set to 2 m and the height is set to about 1.3 m). Safety handrail to be installed 6 '
The width is adjustable, and the excavator 9
The height of the safety handrail 6 ′ located within the rotation path of the counterweight can be adjusted.
These adjustments may be made individually by providing two types of safety handrails for horizontal width adjustment and safety handrails only for height adjustment, but in this embodiment, the horizontal width and It uses a safety handrail 6'which is adjustable in both height.
As shown in FIG. 5, the safety handrail 6'has a handrail portion 6b '.
The inner and outer double tubes are slidably fitted to each other, and the
A'and the sheath tube 10 into which this is inserted are provided with upper and lower pin holes, respectively, and the height is adjusted by selecting the pin hole through which the pin 13 is inserted.
尚、ベースプレート11に穿設するボルト孔11aは長孔と
なっている。また構台桟橋1のコーナーには、第6図に
示すようなコーナー用のベースプレート11が使用され
る。The bolt hole 11a formed in the base plate 11 is a long hole. At the corner of the gantry pier 1, a corner base plate 11 as shown in FIG. 6 is used.
本発明は、上述した構成よりなり、構台桟橋の根太を組
み終えた時点では、安全手摺が完成しているので、当該
安全手摺を持って、或いは安全手摺や相対向する安全手
摺間に張り渡した横親綱に命綱を引っ掛けて、根太上を
歩行することが可能であり、覆工板の敷設作業中にも安
全を確保できる、しかも根太用鉄骨には、予め、地上
で、ベースプレート及び安全手摺を取り付けておくの
で、根太用鉄骨に対するベースプレートの取付け作業
も、構台桟橋から身を乗り出して行う必要がなく、安全
である。The present invention has the above-mentioned configuration, and since the safety handrail is completed when the joist of the gantry pier has been assembled, the safety handrail is provided, or the safety handrail is stretched between the safety handrail and the opposing safety handrail. It is possible to walk on the joists by hooking the life rope on the above-mentioned parental rope, and it is possible to secure safety even during the laying work of the lining board. Since the handrails are attached, it is safe to attach the base plate to the joist steel frame without having to lean out from the gantry pier.
図面は本発明の一実施例を示し、第1図は安全手摺を設
置した構台桟橋の概略側面図、第2図は要部斜視図、第
3図は要部断面図、第4図は安全手摺の設置方向を説明
する概略側面図、第5図は調整用安全手摺の分解斜視
図、第6図はコーナー用ベースプレートの斜視図であ
る。 1…構台桟橋、2……柱鉄骨、3…大曳、4…根太、5
…覆工板、6,6′…安全手摺、10…鞘管、11…ベースプ
レート。The drawings show one embodiment of the present invention. Fig. 1 is a schematic side view of a gantry pier with safety handrails installed, Fig. 2 is a perspective view of essential parts, Fig. 3 is a sectional view of essential parts, and Fig. 4 is safety. FIG. 5 is a schematic side view illustrating the installation direction of the handrail, FIG. 5 is an exploded perspective view of the adjusting safety handrail, and FIG. 6 is a perspective view of a corner base plate. 1 ... gantai pier, 2 ... pillar steel frame, 3 ... Oki, 4 ... joists, 5
… Lining plate, 6,6 ′… Safety handrail, 10… Sheath pipe, 11… Base plate.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 湟内 滋二 大阪府大阪市西区南堀江1丁目12番19号 廣瀬鋼材産業株式会社内 (56)参考文献 実公 昭59−24764(JP,Y2) ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor, Shigeji Shonai, 1-12-19 Minamihorie, Nishi-ku, Osaka City, Osaka Prefecture Hirose Steel Industries Co., Ltd. (56) References )
Claims (1)
大曳間に架設される根太と、根太上に敷設される覆工板
とから構成される構台桟橋の外周部に安全手摺を設置す
るにあたり、構台桟橋の外周部に配置すべき根太用鉄骨
に、予め地上での作業により、上面に鞘管が立設された
ベースプレートを複数個、所定間隔おきに取り付けると
共に、当該ベースプレート間には、安全手摺を、その下
端部が前記鞘管に挿入された状態に立設しておき、しか
る後、この鉄骨を大曳の上に架設して覆工板を敷設する
ことを特徴とする構台桟橋における安全手摺の設置方
法。Claim: What is claimed is: 1. A pillar steel frame and a large tow installed on the pillar steel frame.
When installing safety handrails on the outer periphery of the gantry pier consisting of joists erected between the Ogi and the lining plate laid on the joists, the steel beams for joists to be placed on the outer rim of the pier pier By preliminarily performing work on the ground, a plurality of base plates each having a sheath pipe standing upright on the upper surface were attached at predetermined intervals, and a safety handrail was inserted between the base plates, and the lower end portion thereof was inserted into the sheath pipe. A method of installing a safe handrail on a pier pier, characterized by erected this steel frame on a large tow and laying a lining plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62276579A JPH0680269B2 (en) | 1987-10-30 | 1987-10-30 | How to install safety handrails on the pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62276579A JPH0680269B2 (en) | 1987-10-30 | 1987-10-30 | How to install safety handrails on the pier |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01121460A JPH01121460A (en) | 1989-05-15 |
| JPH0680269B2 true JPH0680269B2 (en) | 1994-10-12 |
Family
ID=17571434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62276579A Expired - Fee Related JPH0680269B2 (en) | 1987-10-30 | 1987-10-30 | How to install safety handrails on the pier |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0680269B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220154471A1 (en) * | 2020-11-18 | 2022-05-19 | Rex Industrial, LLC | Modular Guardrail System |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2522751B2 (en) * | 1993-04-16 | 1996-08-07 | 辰雄 小野 | Framework scaffolding |
| US6932194B1 (en) | 2004-01-30 | 2005-08-23 | Gary Chipman | Safety rail for scaffolding |
| US8366079B2 (en) * | 2006-06-14 | 2013-02-05 | Garlock Equipment Company | Safety rail system |
-
1987
- 1987-10-30 JP JP62276579A patent/JPH0680269B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220154471A1 (en) * | 2020-11-18 | 2022-05-19 | Rex Industrial, LLC | Modular Guardrail System |
| US11920354B2 (en) * | 2020-11-18 | 2024-03-05 | Rex Industrial, LLC | Modular guardrail system |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01121460A (en) | 1989-05-15 |
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