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JP7129959B2 - Work floor for shaft construction - Google Patents
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JP7129959B2 - Work floor for shaft construction - Google Patents

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JP7129959B2
JP7129959B2 JP2019164075A JP2019164075A JP7129959B2 JP 7129959 B2 JP7129959 B2 JP 7129959B2 JP 2019164075 A JP2019164075 A JP 2019164075A JP 2019164075 A JP2019164075 A JP 2019164075A JP 7129959 B2 JP7129959 B2 JP 7129959B2
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opening
stage
shaft
work floor
plate
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JP2021042550A (en
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裕介 清水
和伸 南
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Taisei Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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Description

本発明は、地中に構築される立坑工事用に、立坑内部に設置する作業床に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a working floor installed inside a shaft for construction of a shaft constructed underground.

地中に構築される立坑は、シールドトンネル工事におけるシールド機の発進・到達基地や放射性廃棄物の中間貯蔵、橋梁の基礎等、多目的に利用されている。この立坑の構築工事では、立坑内部の掘削や発破、側壁や底版の構築といった作業を伴うため、地上から作業中の深度まで立坑内を自在に昇降できる作業床が必要となる。
一般に、立坑の構築においては、作業床の盛り替えが、地盤の掘削に追従して行われる。地盤の掘削が発破を伴う場合、この作業床は発破作業時の飛散防止機能をさらに有する。作業床の盛り替え方法は、地上に設置されているクレーン等の揚重設備を用いて作業床を吊り降ろし、作業床上での作業中は立坑壁面に設置した支保工等に係止する方法が従来から適用されている。
Shafts built underground are used for multiple purposes, such as starting and arrival bases for shield machines in shield tunnel construction, interim storage of radioactive waste, and foundations for bridges. Since the construction work of this vertical shaft involves work such as excavation and blasting inside the shaft, and construction of the side walls and bottom slab, a work floor that can be freely raised and lowered from the ground to the working depth is required.
Generally, in the construction of a vertical shaft, the working floor is rebuilt following the excavation of the ground. When excavation of the ground involves blasting, this working floor further has a function of preventing scattering during blasting work. The work floor can be rebuilt by using lifting equipment such as a crane installed on the ground to lower the work floor, and during work on the work floor, it is anchored to the shoring installed on the wall of the shaft. traditionally applied.

特許文献1には、立坑の内壁と内接するか又は若干の間隙をもって開閉自在の機材搬入出用扉と作業者入出用扉とを設け、管材や機械を懸吊して昇降させるための機材搬入出窓口と作業者が昇降するための昇降口が形成された立坑工事用作業床及びその取付装置が開示されている。 In Patent Document 1, a door for loading and unloading of equipment and a door for loading and unloading of workers, which can be freely opened and closed in contact with the inner wall of the vertical shaft or with a slight gap, are provided, and pipes and machines are suspended and lifted. A working floor for vertical shaft construction having a doorway and a hatchway for workers to ascend and descend, and a mounting device therefor are disclosed.

実用新案登録第3107458号公報Utility Model Registration No. 3107458

特許文献1に記載の立坑工事用作業床及びその取付装置によれば、開口部周囲に墜落防止柵を特段設ける必要がなく、作業者や歩行者の墜落や物体の落下を有効に防止することができるが、頻繁に行われる開閉自在の機材搬入用扉の開閉作業に時間を要する課題や開口状態で開口から飛来落下する等の課題を解消するものではない。
本発明は、前記の問題点を解決することを目的とするものであり、簡易な構成で、機材搬入用扉の開閉時間を短縮し、かつ墜落防止措置を同時に達成できる立坑工事用の作業床を提案することを課題とする。
According to the work floor for shaft construction and its mounting device described in Patent Document 1, there is no need to provide a fall prevention fence around the opening, and it is possible to effectively prevent workers and pedestrians from falling and objects from falling. However, it does not solve the problems such as the frequent opening and closing of the openable and closable door for carrying in equipment, which requires time, and the problem of flying and falling from the opening in the open state.
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problems. A work floor for vertical shaft construction that can shorten the opening and closing time of a door for carrying in equipment with a simple structure and can achieve fall prevention measures at the same time. The task is to propose

前記課題を解決するための本発明の立坑工事用の作業床は、立坑に収容可能なステージと、 前記ステージに設けられた平面視で矩形形状の開口部と、前記開口部の一方の対向する辺縁に沿って立設された側面視で略逆V字形状の一組の側板と、前記開口部の他方の対向する辺縁を軸に回転自在に設置された一組の蓋板と、を具備し、前記蓋板は前記開口部の閉塞時に前記側板の辺縁を覆うように構成され、前記ステージの下方で行われる発破による風圧や飛び石によって開かないように該蓋材同士がロック部材によってロックされたことを特徴としている。
さらに、本発明の立坑工事用の作業床は、立坑に収容可能なステージと、前記ステージに設けられた平面視で矩形形状の開口部と、前記開口部の一方の対向する辺縁に沿って立設された側面視で略逆V字形状の一組の側板と、前記開口部の他方の対向する辺縁を軸に回転自在に設置された一組の蓋板と、を具備し、前記蓋板は前記開口部の閉塞時に前記側板の辺縁を覆うように構成され、前記蓋板に一端が固定されたワイヤをさらに具備し、前記ワイヤの張力によって前記開口部の開口された状態が保たれ、前記ワイヤは前記ステージから前記張力の反力を確保されることを特徴としている。
また、前記蓋板は前記ステージに立設されたストッパにさらに支持されていても良い。

A work floor for shaft construction according to the present invention for solving the above-mentioned problems comprises a stage that can be accommodated in the shaft; an opening that is rectangular in plan view provided in the stage; A pair of side plates that are substantially inverted V-shaped in a side view and erected along the edge, a pair of lid plates that are rotatably installed around the other opposite edge of the opening, wherein the lid plate is configured to cover the edge of the side plate when the opening is closed, and the lid members are locked together so as not to open due to wind pressure or stepping stones caused by blasting performed below the stage It is characterized by being locked by
Furthermore, the work floor for shaft construction of the present invention includes a stage that can be accommodated in the shaft, an opening that is rectangular in plan view provided in the stage, and along one of the opposite edges of the opening. a set of side plates that are substantially inverted V-shaped when viewed from the side, and a set of lid plates that are rotatably installed around the other opposite edge of the opening, The lid plate further comprises a wire having one end fixed to the lid plate so as to cover the edge of the side plate when the opening is closed, and the tension of the wire causes the opened state of the opening. and the wire is secured against the reaction force of the tension from the stage.
Moreover , the cover plate may be further supported by a stopper erected on the stage.

本発明の立坑工事用の作業床によれば、簡易な構成で、機材搬入用扉の開閉時間を短縮し、かつ墜落防止措置を同時に達成することが可能となる。 According to the work floor for shaft construction of the present invention, it is possible to shorten the opening and closing time of the equipment carrying-in door and to achieve fall prevention measures at the same time with a simple structure.

本発明の立坑工事用の作業床の平面図である。It is a top view of the work floor for shaft construction of this invention. 本発明の立坑工事用の作業床の断面図であり(図1のA-A矢視)、(a)は開口部の開口時、(b)は開口部の閉塞時をそれぞれ示す。FIG. 1 is a cross-sectional view of a work floor for shaft construction according to the present invention (as viewed from the arrow AA in FIG. 1), (a) showing the opening and (b) showing the opening closed. 本発明の立坑工事用の作業床の断面図であり(図1のB-B矢視)、(a)は開口部の開口時、(b)は開口部の閉塞時をそれぞれ示す。FIG. 2 is a cross-sectional view of the work floor for shaft construction according to the present invention (as viewed by arrows BB in FIG. 1), where (a) shows when the opening is open and (b) shows when the opening is closed.

以下に、本発明の実施形態について、図面を参照しながら説明する。
図1は本発明の立坑工事用の作業床の平面図であり、後述する開口部の閉塞状態を示す。また図2は、図1のA-A矢視である本発明の立坑工事用の作業床の断面図であり、(a)は開口部の開口時、(b)は開口部の閉塞時をそれぞれ示す。さらに図3は、図1のB-B矢視である本発明の立坑工事用の作業床の断面図であり、(a)は開口部の開口時、(b)は開口部の閉塞時をそれぞれ示す。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a plan view of a work floor for shaft construction according to the present invention, showing a closed state of an opening, which will be described later. FIG. 2 is a cross-sectional view of the work floor for shaft construction according to the present invention, taken along the line AA in FIG. each shown. Furthermore, FIG. 3 is a cross-sectional view of the work floor for shaft construction of the present invention, which is viewed from the arrow BB in FIG. each shown.

図1に示す通り、本発明の立坑工事用の作業床1は、地中内を掘削及び構築して形成した円形の立坑Sに収容可能な形状寸法に加工されたステージ2と、ステージ2に設けられた平面視で矩形形状の開口部Oと、開口部Oの一方の辺縁に沿って立設された側面視で略逆V字形状の一組の側板3,3と、開口部Oの他方の対向する辺縁を軸に回転自在に設置された一組の蓋板5,5とを具備し、蓋板5,5は開口部Oの閉塞時に側板3,3の辺縁を覆うように構成されている。 As shown in FIG. 1, a work floor 1 for shaft construction according to the present invention includes a stage 2 processed into a shape and size that can be accommodated in a circular shaft S formed by excavating and constructing the underground, and a stage 2 A rectangular opening O in plan view, a pair of side plates 3, 3 substantially inverted V-shaped in side view standing along one edge of the opening O, and the opening O. and a pair of cover plates 5, 5 rotatably installed around the other opposite edge of the opening O, and the cover plates 5, 5 cover the edges of the side plates 3, 3 when the opening O is closed. is configured as

図2,3に示す通り、ステージ2は複数のH形鋼等の型鋼からなる梁材と、縞鋼板等の鋼板からなる床面材との組み合わせ、ボルトや溶接等による接合方法を用いて一体として形成されている。ステージ2は、構築後の立坑Sの内周面や、該内周面に敷設された種々の仮設材に干渉しない形状、寸法に加工されている。ステージ2の中央付近には、平面視矩形形状の開口部Oが形成され、作業床1下方で行われる立坑Sの掘削や構築作業に伴う残土の搬出、コンクリートの供給、仮設資機材の投入・搬出、発破作業時の重機の退避のための搬出、再搬入等、想定される全ての作業を考慮して形状、寸法が決定されている。なお、作業床1を境界面とする立坑Sの上方と下方での作業を同時期に行う場合、開口部Oからの飛来落下に対する下方作業者への安全確保や、下方での発破作業時における爆風による砂礫等の飛来に対する事故防止の観点から、開口部Oは後述する側板3,3及び蓋板5,5によって、閉塞することが可能な構造となっている。 As shown in FIGS. 2 and 3, the stage 2 is a combination of a plurality of beam members made of shaped steel such as H-shaped steel and floor materials made of steel plates such as checkered steel plates, and is integrally formed using a joining method such as bolts or welding. is formed as The stage 2 is processed to have a shape and dimensions that do not interfere with the inner peripheral surface of the shaft S after construction and various temporary materials laid on the inner peripheral surface. Near the center of the stage 2, an opening O, which is rectangular in plan view, is formed. The shape and dimensions are determined in consideration of all possible operations such as carry-out, carry-out for evacuation of heavy machinery during blasting work, and re-carry-in. In addition, when work is performed at the same time above and below the shaft S with the work floor 1 as the boundary surface, it is necessary to ensure the safety of the workers below from flying and falling from the opening O, and to prevent blasting work below. From the viewpoint of accident prevention against flying gravel and the like caused by the blast, the opening O has a structure that can be closed by side plates 3, 3 and cover plates 5, 5, which will be described later.

図1,3に示す通り、側板3は開口部Oの一方の対向する辺縁に沿って立設された側面視で略逆V字形状の板材であり、複数の型鋼と鋼板を組み合わせて形成されている。側板3の開口とは背面側には支持材4,4,4の一方が固設され、その他方はステージ2に固設されている。支持材4は、H型鋼からなる斜材である。 As shown in FIGS. 1 and 3, the side plate 3 is a substantially inverted V-shaped plate member erected along one of the opposing edges of the opening O when viewed from the side, and is formed by combining a plurality of shaped steels and steel plates. It is One of the support members 4 , 4 , 4 is fixed to the rear side of the opening of the side plate 3 , and the other is fixed to the stage 2 . The support member 4 is a diagonal member made of H-section steel.

図1~3に示す通り、蓋板5は開口部Oの他方の対向する辺縁を軸に回転自在に設置された板材であり、側板3と同様に、複数の型鋼と鋼板を組み合わせて形成されている。蓋板5の回転は、蓋板5の辺縁とステージ2に跨るように複数の蝶番6,6,6・・・に連結されることで実現している。蓋板5の形状、寸法は、開口部Oの閉塞状態で、側板3の辺縁を覆い、かつ蓋板5,5の突き合った辺縁間の隙間が生じないように決められている。
図2(b)や図3(b)に示す通り、開口部Oの閉塞状態では、作業床1下方で行われる発破による爆風による風圧等によって容易に開かないように、ロック部材51,51によって錠止め可能になっている。
また、ワイヤ7は、蓋板5の開口とは背面側にその一端を回転自在に固定され、他端は、ステージ2上に立設されたストッパ8に設けた滑車81に係回させた上で、ステージ2上に固設したウインチ9に捲装されている。ウインチ9の送り出し、巻き取りによって、蓋板5の開閉が行われる。
開口部Oの開口された状態では、蓋板5の重心が開口部O側に働くようにストッパ8から支持されている。これにより、ワイヤ7には常に張力が働き、人力による作業を不要とし、ウインチ9の制御によってのみ蓋板5の開閉が実現できる。
As shown in FIGS. 1 to 3, the cover plate 5 is a plate material that is rotatably installed around the other opposite edge of the opening O, and is formed by combining a plurality of shaped steels and steel plates, similar to the side plate 3. It is Rotation of the lid plate 5 is realized by connecting to a plurality of hinges 6, 6, 6 . . . The shape and dimensions of the cover plate 5 are determined so that when the opening O is closed, the edge of the side plate 3 is covered and no gap is formed between the edges of the cover plates 5, 5 facing each other.
As shown in FIGS. 2(b) and 3(b), in the closed state of the opening O, the lock members 51, 51 are used to prevent the opening O from being easily opened by the wind pressure of the blast from the blasting performed below the work floor 1. Lockable.
One end of the wire 7 is rotatably fixed on the back side of the opening of the cover plate 5, and the other end is engaged with a pulley 81 provided on a stopper 8 erected on the stage 2. , and is wound around a winch 9 fixed on the stage 2 . The cover plate 5 is opened and closed by sending out and winding up the winch 9 .
When the opening O is opened, the cover plate 5 is supported by the stopper 8 so that the center of gravity of the cover plate 5 acts on the opening O side. As a result, tension always acts on the wire 7, making manual work unnecessary, and opening and closing of the cover plate 5 can be realized only by controlling the winch 9.例文帳に追加

以上より、本発明の立坑工事用の作業床によれば、簡易な構成で、機材搬入用扉の開閉時間を短縮し、かつ墜落防止措置を同時に達成することが可能となる。 As described above, according to the work floor for shaft construction of the present invention, it is possible to shorten the opening and closing time of the door for carrying in equipment and to achieve fall prevention measures at the same time with a simple configuration.

以上、本発明の実施形態について説明したが、本発明は前記の実施形態に限られず、本発明の趣旨を逸脱しない範囲で適宜変更が可能である。 Although the embodiments of the present invention have been described above, the present invention is not limited to the above embodiments, and can be modified as appropriate without departing from the scope of the present invention.

S 立坑
O 開口部
1 作業床
2 ステージ
3 側板
4 支持材
5 蓋板
51 ロック部材
6 蝶番
7 ワイヤ
8 ストッパ
81 滑車
9 ウインチ
S shaft O opening 1 work floor 2 stage 3 side plate 4 support member 5 cover plate 51 lock member 6 hinge 7 wire 8 stopper 81 pulley 9 winch

Claims (3)

立坑に収容可能なステージと、
前記ステージに設けられた平面視で矩形形状の開口部と、
前記開口部の一方の対向する辺縁に沿って立設された側面視で略逆V字形状の一組の側板と、
前記開口部の他方の対向する辺縁を軸に回転自在に設置された一組の蓋板と、を具備し、
前記蓋板は前記開口部の閉塞時に前記側板の辺縁を覆うように構成され、前記ステージの下方で行われる発破による風圧や飛び石によって開かないように該蓋材同士がロック部材によってロックされたことを特徴とする立坑工事用の作業床。
a stage that can be accommodated in a shaft;
an opening having a rectangular shape in a plan view provided in the stage;
a pair of side plates that are substantially inverted V-shaped in a side view and erected along one of the opposing edges of the opening;
a pair of lid plates rotatably installed around the other opposite edge of the opening,
The lid plate is configured to cover the edge of the side plate when the opening is closed, and the lid members are locked together by a locking member so that they do not open due to wind pressure or stepping stones caused by blasting performed below the stage . A working floor for shaft construction, characterized by:
立坑に収容可能なステージと、
前記ステージに設けられた平面視で矩形形状の開口部と、
前記開口部の一方の対向する辺縁に沿って立設された側面視で略逆V字形状の一組の側板と、
前記開口部の他方の対向する辺縁を軸に回転自在に設置された一組の蓋板と、を具備し、
前記蓋板は前記開口部の閉塞時に前記側板の辺縁を覆うように構成され
前記蓋板に一端が固定されたワイヤをさらに具備し、
前記ワイヤの張力によって前記開口部の開口された状態が保たれ、
前記ワイヤは前記ステージから前記張力の反力を確保されることを特徴とする立坑工事用の作業床。
a stage that can be accommodated in a shaft;
an opening having a rectangular shape in a plan view provided in the stage;
a pair of side plates that are substantially inverted V-shaped in a side view and erected along one of the opposing edges of the opening;
a pair of lid plates rotatably installed around the other opposite edge of the opening,
The cover plate is configured to cover the edge of the side plate when the opening is closed ,
further comprising a wire having one end fixed to the lid plate;
the tension of the wire keeps the opening open;
A work floor for shaft construction, wherein the wire is secured against the reaction force of the tension from the stage .
前記開口部の開口された状態では、前記蓋板は前記ステージに立設されたストッパにさらに支持されたことを特徴とする請求項2に記載の立坑工事用の作業床。 3. The work floor for pit construction according to claim 2, wherein the cover plate is further supported by a stopper erected on the stage when the opening is opened.
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CN116927789B (en) * 2023-08-29 2026-01-30 中国葛洲坝集团第三工程有限公司 A vertical shaft construction operation platform and method
CN118704516B (en) * 2024-05-20 2026-02-24 中铁二十四局集团安徽工程有限公司 A method for early warning of the support structure and stability of a semi-cut-off cover plate

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JP2002266358A (en) 2001-03-07 2002-09-18 Okajima Kogyo Kk Intermediate stage installed inside shaft of manhole
JP2005146570A (en) 2003-11-12 2005-06-09 Anan Denki Kk Cover body opening/closing device and lining plate opening/closing device
JP3107458U (en) 2004-08-31 2005-02-03 株式会社志多組 Work floor for shaft construction and its mounting device
JP2009127190A (en) 2007-11-19 2009-06-11 Nippon Kiki Kogyo Kk Movable roof
CN107724435A (en) 2017-11-28 2018-02-23 苏州深安注册安全工程师事务所有限公司 A kind of opposite opened well lid
CN208918534U (en) 2018-09-03 2019-05-31 中铁二十局集团第四工程有限公司 A kind of municipal construction Shaft bank noise preventing device

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