JP2000192797A - Protector - Google Patents

Protector

Info

Publication number
JP2000192797A
JP2000192797A JP10371461A JP37146198A JP2000192797A JP 2000192797 A JP2000192797 A JP 2000192797A JP 10371461 A JP10371461 A JP 10371461A JP 37146198 A JP37146198 A JP 37146198A JP 2000192797 A JP2000192797 A JP 2000192797A
Authority
JP
Japan
Prior art keywords
protector
roof
column
safety
falling
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
Application number
JP10371461A
Other languages
Japanese (ja)
Inventor
Haruo Mori
春雄 盛
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.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP10371461A priority Critical patent/JP2000192797A/en
Publication of JP2000192797A publication Critical patent/JP2000192797A/en
Pending legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a protector which secures the safety of operation space with reliability similar or superior to that provided by structures of the prior art although the protector does not have a horizontal brace piece nor a column near its center. SOLUTION: A cushioning material layer 13 is provided on the roof 12 of a protector 1 in such a way as to have a certain thickness. The kinetic energy of an object falling from the top of a tunnel is absorbed by the cushioning material layer 13 and the distance over which the object falls before colliding against the protector 1, i.e., the kinetic energy of the falling object, is smaller than before. Therefore, although the protector does not have a column 11 near its center and no horizontal brace piece is used at the connection between the column 11 and the roof 20, the protector can secure the safety of operation space with reliability similar or superior to that provided by structures of the prior art.

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、地下空洞内の作業
空間の安全を確保するプロテクターに係わり、特に、構
造を簡単にしたプロテクターに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a protector for ensuring the safety of a work space in an underground cavity, and more particularly to a protector having a simplified structure.

【0002】[0002]

【従来の技術】トンネルなどの地下空洞内において作業
を行う場合は、地下空洞上部からの落下物を防ぐプロテ
クターを設置する必要がある。
2. Description of the Related Art When performing work in an underground cavity such as a tunnel, it is necessary to install a protector for preventing falling objects from the upper part of the underground cavity.

【0003】ここで、従来例であるプロテクター100
について、図4の断面概略図を用いて説明する。プロテ
クター100は、例えばトンネル2内の作業空間の安全
を確保するプロテクターであり、トンネル2の床3上に
一定間隔毎に3列に立設される支柱111aと、支柱1
11aによって支えられていてトンネル2上壁からの落
下物を防ぐ屋根111bと、により構成されていて作業
空間を構成する主部111と、複数の支柱と屋根により
構成されている作業者用通路112と、により概略構成
されている。これらプロテクター100の各構成部は、
通常は鋼製である。ここで、支柱111aと屋根111
bとの接続部は、火打ち受けピース113,113によ
って補強されており、より大きな衝撃に耐える構造とな
っている。また、支柱111aを中央部付近にも配置す
ることにより、さらに大きな荷重に耐える構造、すなわ
ちより安全な構造となっている。
[0003] Here, a conventional protector 100 is shown.
Will be described with reference to the schematic sectional view of FIG. The protector 100 is, for example, a protector for ensuring the safety of a work space in the tunnel 2. The protector 100 includes three pillars 111 a erected on the floor 3 of the tunnel 2 at regular intervals and three pillars.
A main part 111 which is constituted by a roof 111b which is supported by 11a and prevents falling objects from the upper wall of the tunnel 2 and which constitutes a work space; and a worker passage 112 which is constituted by a plurality of columns and a roof . Each component of the protector 100 includes:
Usually made of steel. Here, the support 111a and the roof 111
The connection portion with b is reinforced by fire receiving pieces 113, 113, and has a structure that can withstand a greater impact. In addition, by disposing the column 111a near the center, a structure that can withstand a larger load, that is, a more secure structure is obtained.

【0004】[0004]

【発明が解決しようとする課題】しかし、プロテクター
100においては、作業空間の中央部付近にも支柱11
1aを列状に複数配置していたため、図4に示すよう
に、作業空間の幅Wは狭くなっていた。また、火打ち受
けピース113を設けていたため幅Wはさらに狭くなっ
ていた。このため、作業空間において、幅Wは高さhに
対して一定比率以上の値を有さなければならないという
法的基準を達成しにくい場合があった。さらに、既製の
トンネルを補修する場合にプロテクター100を用いる
場合、プロテクター100は緊急車両を通過させるなけ
ればならないが、作業空間の中央部付近に支柱111a
を配置していたため、緊急車両が緊急走行でプロテクタ
ー100内を通過しにくい場合があった。
However, in the protector 100, the support 11 is also provided near the center of the work space.
Since a plurality of 1a were arranged in a row, the width W of the work space was narrow as shown in FIG. Further, the width W was further reduced because the fire receiving piece 113 was provided. For this reason, in the working space, it may be difficult to achieve the legal standard that the width W must have a value equal to or higher than a certain ratio with respect to the height h. Further, when the protector 100 is used to repair an existing tunnel, the protector 100 must pass an emergency vehicle, but the support 111a is located near the center of the work space.
In some cases, it is difficult for the emergency vehicle to pass through the inside of the protector 100 during emergency travel.

【0005】上記事情に鑑み、本発明は、火打ち受けピ
ースや中央部付近の支柱を有さないにもかかわらず、従
来構造と同程度以上の信頼性をもって作業空間の安全を
確保するプロテクターを提供することを目的とする。
In view of the above circumstances, the present invention provides a protector that ensures the safety of a work space with the same or higher reliability as that of the conventional structure despite having no fire catching piece or a column near the center. The purpose is to do.

【0006】[0006]

【課題を解決するための手段】上記問題点を解決するた
め、請求項1記載の発明は、地下空洞の床面上に固定、
立設されている支柱と、この支柱によって支えられてい
て、地下空洞上部からの落下物を防ぐ屋根と、を備えて
いて、前記地下空洞内の作業空間の安全を確保するプロ
テクターにおいて、前記屋根の上に落下物の落下衝撃を
緩衝する緩衝材層を設けることを特徴とする。
In order to solve the above-mentioned problems, the invention according to claim 1 is fixed on a floor of an underground cavity,
A protector comprising an upright supporting column, and a roof supported by the supporting column to prevent a fallen object from the upper part of the underground cavity, wherein a protector for securing the safety of a work space in the underground cavity is provided. A cushioning material layer for buffering a falling impact of a falling object is provided thereon.

【0007】この請求項1記載の発明によれば、前記屋
根の上には落下物の落下衝撃を緩衝する緩衝材層を設け
たため、トンネル上部からの落下物の運動エネルギーは
前記緩衝材層によって吸収される。さらに、落下物が前
記プロテクターに衝突するまでに落下する距離、すなわ
ち落下物の運動エネルギーは従来と比べて小さくなる。
従って、従来より大きな信頼性をもって作業空間の安全
を確保することができる。また、前記固定部に火打ち受
けピースなどの横に張り出す補強具を用いなくても、従
来と同程度の信頼性を持って作業空間の安全を確保する
ことができる。
According to the first aspect of the present invention, since the cushioning layer is provided on the roof to buffer the falling impact of the falling object, the kinetic energy of the falling object from the upper part of the tunnel is controlled by the cushioning layer. Absorbed. Further, the distance over which the falling object falls before colliding with the protector, that is, the kinetic energy of the falling object is smaller than in the conventional case.
Therefore, the safety of the work space can be ensured with greater reliability than before. Further, the safety of the work space can be ensured with the same level of reliability as before, without using a laterally extending reinforcing member such as a fire receiving piece for the fixing portion.

【0008】また、例えば請求項2記載の発明のよう
に、前記支柱は前記屋根の両端にのみ配置する構成して
も、従来と同程度の信頼性を持って作業空間の安全を確
保することが可能となる。また、これら請求項2の発明
には、中央部付近に前記支柱を設けないために従来と比
べて必要な支柱の数は少なくなるので、プロテクターの
制作コストは従来例と比べて大幅に削減されるという効
果もある。
Further, even if the support is arranged only at both ends of the roof, the safety of the work space can be ensured with the same level of reliability as in the prior art. Becomes possible. According to the second aspect of the present invention, since the number of columns required is smaller than that of the related art because the column is not provided near the center, the production cost of the protector is significantly reduced as compared with the conventional example. There is also an effect that.

【0009】[0009]

【発明の実施の形態】以下、本発明の一実施例であるプ
ロテクター1について、図を用いて詳細に説明する。図
1は、プロテクター1の全体を説明する断面概略図であ
る。図2は、図1におけるX方向から見たプロテクター
1の側面概略図である。図3は、プロテクター1の一部
である作業者用通路20の側面概略図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a protector 1 according to one embodiment of the present invention will be described in detail with reference to the drawings. FIG. 1 is a schematic cross-sectional view illustrating the entire protector 1. FIG. 2 is a schematic side view of the protector 1 viewed from the X direction in FIG. FIG. 3 is a schematic side view of the worker passage 20 which is a part of the protector 1.

【0010】まず、構成について説明する。プロテクタ
ー1は、図1に示すように、作業空間の安全を確保する
主部10と、作業者の通行を可能にするための作業者用
通路20と、により概略構成される。
First, the configuration will be described. As shown in FIG. 1, the protector 1 is schematically constituted by a main part 10 for ensuring the safety of a work space and a worker passage 20 for allowing a worker to pass.

【0011】主部10は、図1に示すように、トンネル
2の床3上に設けられたコンクリート層11aの上にそ
れぞれ敷桁11bを介して一定間隔毎に2列に立設され
る支柱11と、支柱11によって支えられていてトンネ
ル2上壁からの落下物を防ぐ屋根12と、屋根12の上
のほぼ全面に設けられる緩衝材層13と、により構成さ
れる。ここで、支柱11は屋根12の両端に設けられ、
また、一方の列の支柱11の位置は他方の列の支柱11
の位置に合わせる。
As shown in FIG. 1, the main portion 10 is provided with two columns arranged at regular intervals on a concrete layer 11a provided on a floor 3 of a tunnel 2 through a girder 11b. 11, a roof 12 supported by the pillar 11 to prevent falling objects from the upper wall of the tunnel 2, and a cushioning material layer 13 provided on substantially the entire surface of the roof 12. Here, the pillars 11 are provided at both ends of the roof 12,
The position of the support 11 in one row is the same as that of the support 11 in the other row.
To the position.

【0012】支柱11は鋼柱であり、同一の列に配置さ
れた支柱11の上部と下部はつなぎ鋼厚板11cによっ
て隣接する支柱11と連結される。また、プロテクター
1の剛性を向上させるため、補強棒11dの一端を支柱
11に固定し、さらに、この補強棒11dの他端を隣接
する支柱11に固定する。ここで、図2に示すように、
支柱11−支柱11間に2本の補強棒11dを互いに交
差するように設けると、さらにプロテクター1の剛性は
向上する。
The columns 11 are steel columns, and the upper and lower portions of the columns 11 arranged in the same row are connected to the adjacent columns 11 by connecting steel plates 11c. In order to improve the rigidity of the protector 1, one end of the reinforcing rod 11d is fixed to the support 11, and the other end of the reinforcing rod 11d is fixed to the adjacent support 11. Here, as shown in FIG.
When two reinforcing rods 11d are provided between the columns 11 so as to intersect each other, the rigidity of the protector 1 is further improved.

【0013】屋根12は、断面方向に各支柱11,11
の上にそれぞれ配置・固定される周知の横桁12aと、
隣接する横桁12a,12aを互いに固定して屋根12
の剛性を向上させる周知の縦桁12bと、横桁12aの
上に敷設される周知の覆工板12cと、により概略構成
される。
The roof 12 has columns 11
A well-known cross beam 12a arranged and fixed on
The adjacent cross beams 12a, 12a are fixed to each other and the roof 12
It is generally constituted by a well-known vertical girder 12b for improving the rigidity and a well-known lining plate 12c laid on the horizontal girder 12a.

【0014】緩衝材層13は、軽量かつ衝撃を吸収する
材料、例えばEPS(発泡スチロール)により構成さ
れ、トンネル2上部からの落下物の衝撃を吸収するとと
もに、トンネル2上部とプロテクター1との距離を短く
することによりトンネル2上部からの落下物の運動エネ
ルギーを小さくする。すなわち、トンネル2上部からの
落下物の運動エネルギーは緩衝材層13の厚さにより調
節できる。
The cushioning material layer 13 is made of a light-weight and shock-absorbing material, for example, EPS (Styrofoam). The cushioning layer 13 absorbs the impact of a fallen object from the upper part of the tunnel 2 and reduces the distance between the upper part of the tunnel 2 and the protector 1. The kinetic energy of the falling object from the upper part of the tunnel 2 is reduced by shortening the length. That is, the kinetic energy of the falling object from the upper part of the tunnel 2 can be adjusted by the thickness of the buffer material layer 13.

【0015】作業者用通路20は、図1に示すように、
主部10の支柱11に一辺を固定されている床板21お
よび主桁22と、床板21の他端と主桁22の他端とを
接続する柱23と、により概略構成される。柱23は、
図3に概略を示すように、上部と下部はつなぎ鋼厚板2
3aによって隣接する支柱23と連結される。さらに、
補強棒23bの一端を支柱23に固定し、さらに、この
補強棒23bの他端を隣接する支柱23に固定する。こ
こで、支柱23−支柱23間に2本の補強棒23bを互
いに交差するように設ける。
[0015] As shown in FIG.
A floor plate 21 and a main girder 22 having one side fixed to the support 11 of the main part 10, and a column 23 connecting the other end of the floor plate 21 and the other end of the main girder 22. Pillar 23
As shown schematically in FIG. 3, the upper and lower parts are joined steel thick plates 2
It is connected to the adjacent column 23 by 3a. further,
One end of the reinforcing bar 23b is fixed to the column 23, and the other end of the reinforcing bar 23b is fixed to the adjacent column 23. Here, two reinforcing bars 23b are provided between the columns 23 so as to cross each other.

【0016】次に、トンネル2の上部からプロテクター
1に物が落下した場合を考える。落下物は、緩衝材層1
3によって受け止められる。このときの落下物の運動エ
ネルギーは緩衝材層13によって吸収されるため、従来
と比べて支柱11にかかる負荷は小さくなる。さらに、
緩衝材層13はある程度の厚みを有するため、落下物が
プロテクター1に衝突するまでに落下する距離、すなわ
ち落下物の運動エネルギーは従来と比べて小さくなる。
従って、従来と比べて支柱11にかかる負荷はさらに小
さくなる。このため、プロテクター1は、中央部付近に
支柱11を有さず、また、支柱11と屋根20との接続
部に火打ち受けピースを設けていないにも係わらず、従
来と同程度以上の信頼性をもって作業空間の安全を確保
する。
Next, a case where an object falls from the upper part of the tunnel 2 to the protector 1 will be considered. The falling object is the cushioning material layer 1.
3 received. At this time, the kinetic energy of the falling object is absorbed by the cushioning material layer 13, so that the load applied to the column 11 is smaller than in the conventional case. further,
Since the cushioning material layer 13 has a certain thickness, the distance over which the fallen object falls before colliding with the protector 1, that is, the kinetic energy of the fallen object becomes smaller than in the past.
Therefore, the load applied to the column 11 is further reduced as compared with the related art. For this reason, the protector 1 does not have the strut 11 near the center portion, and has a reliability equal to or higher than that of the related art despite the fact that the fire receiving piece is not provided at the connection between the strut 11 and the roof 20. To ensure the safety of the work space.

【0017】以上より、本発明の一実施例であるプロテ
クター1によれば、屋根12の上に緩衝材層13をある
程度の厚みを持つように設けたため、トンネル2上部か
らの落下物の運動エネルギーは緩衝材層13によって吸
収され、また、落下物がプロテクター1に衝突するまで
に落下する距離、すなわち落下物の運動エネルギーは従
来と比べて小さくなる。従って、中央部付近に支柱11
を有さず、また、支柱11と屋根20との接続部に火打
ち受けピースを用いないにも係わらず、従来と同程度以
上の信頼性をもって作業空間の安全を確保することがで
きる。このため、緊急車両も安全に緊急走行にてプロテ
クター1の下を通過できる。この効果は断面の小さなト
ンネルにおいて特に顕著となる。また、中央部付近に支
柱11を設けないために従来と比べて必要な支柱の数は
少なくなり、さらには火打ち受けピースを用いないの
で、プロテクター1の制作コストは従来例と比べて大幅
に削減される。
As described above, according to the protector 1 of the embodiment of the present invention, the cushioning material layer 13 is provided on the roof 12 so as to have a certain thickness. Is absorbed by the cushioning material layer 13, and the distance over which the falling object falls before colliding with the protector 1, that is, the kinetic energy of the falling object becomes smaller than in the conventional case. Therefore, the pillar 11 is located near the center.
In addition, the safety of the work space can be ensured with the same or higher reliability as in the related art, even though there is no fire receiving piece at the connection between the support 11 and the roof 20. Therefore, the emergency vehicle can safely pass under the protector 1 in emergency traveling. This effect is particularly remarkable in a tunnel having a small cross section. In addition, since there is no support 11 near the center, the number of support pillars required is smaller than before, and since no fire receiving piece is used, the production cost of the protector 1 is significantly reduced as compared with the conventional example. Is done.

【0018】なお、本発明は本実施例に限定されるもの
ではなく、本発明の趣旨を逸脱しない範囲で任意に変形
できる。例えば、緩衝材層13はEPSに限定されるも
のではなく、例えば紙製のクッション材なども適用でき
る。
The present invention is not limited to the present embodiment, but can be arbitrarily modified without departing from the spirit of the present invention. For example, the cushioning material layer 13 is not limited to the EPS, and a cushioning material made of paper, for example, can be applied.

【0019】[0019]

【発明の効果】請求項1記載の発明によれば、前記屋根
の上には落下物の落下衝撃を緩衝する緩衝材層を設けた
ため、トンネル上部からの落下物の運動エネルギーは前
記緩衝材層によって吸収され、また、落下物の運動エネ
ルギーは従来と比べて小さくなるため、従来より大きな
信頼性をもって作業空間の安全を確保できる。
According to the first aspect of the present invention, since the cushioning layer is provided on the roof to buffer the falling impact of the falling object, the kinetic energy of the falling object from the upper part of the tunnel is reduced by the cushioning layer. And the kinetic energy of the falling object is smaller than before, so that the safety of the work space can be secured with greater reliability than before.

【0020】請求項2記載の発明によれば、従来と同程
度の信頼性を持って作業空間の安全を確保することが可
能となるとともに、従来法と比べてプロテクターの制作
コストは大幅に削減される。
According to the second aspect of the present invention, it is possible to ensure the safety of the work space with the same level of reliability as before, and to significantly reduce the production cost of the protector as compared with the conventional method. Is done.

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

【図1】プロテクター1の全体を説明する断面概略図で
ある。
FIG. 1 is a schematic sectional view illustrating the entire protector 1. FIG.

【図2】図1におけるX方向から見たプロテクター1の
側面概略図である。
FIG. 2 is a schematic side view of the protector 1 viewed from an X direction in FIG.

【図3】プロテクター1の一部である作業者用通路20
の側面概略図である。
FIG. 3 shows a worker passageway 20 which is a part of the protector 1.
FIG.

【図4】従来例であるプロテクター100の断面概略図
である。
FIG. 4 is a schematic cross-sectional view of a protector 100 as a conventional example.

【符号の説明】[Explanation of symbols]

1 プロテクター 2 トンネル 3 床面 10 主部 11 支柱 12 屋根 13 緩衝材層 20 作業者用通路 DESCRIPTION OF SYMBOLS 1 Protector 2 Tunnel 3 Floor 10 Main part 11 Prop 12 Roof 13 Buffer material layer 20 Passage for workers

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地下空洞の床面上に固定および立設されて
いる支柱と、 この支柱によって支えられていて、地下空洞上部からの
落下物を防ぐ屋根と、 を備えていて、前記地下空洞内の作業空間の安全を確保
するプロテクターにおいて、 前記屋根の上に落下物の落下衝撃を緩衝する緩衝材層を
設けることを特徴とするプロテクター。
1. An underground cavity, comprising: a column fixed and erected on the floor of an underground cavity; and a roof supported by the column to prevent falling objects from an upper portion of the underground cavity. A protector for ensuring the safety of a work space in the inside, wherein a cushioning material layer is provided on the roof for buffering a falling impact of a falling object.
【請求項2】請求項1記載のプロテクターにおいて、 前記支柱は前記屋根の両端にのみ配置されることを特徴
とするプロテクター。
2. The protector according to claim 1, wherein the columns are disposed only at both ends of the roof.
JP10371461A 1998-12-25 1998-12-25 Protector Pending JP2000192797A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10371461A JP2000192797A (en) 1998-12-25 1998-12-25 Protector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10371461A JP2000192797A (en) 1998-12-25 1998-12-25 Protector

Publications (1)

Publication Number Publication Date
JP2000192797A true JP2000192797A (en) 2000-07-11

Family

ID=18498754

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10371461A Pending JP2000192797A (en) 1998-12-25 1998-12-25 Protector

Country Status (1)

Country Link
JP (1) JP2000192797A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101002402B1 (en) 2010-06-23 2010-12-17 (주)대우건설 Steel protector for expanding noise and vibration reducing tunnel
KR101028397B1 (en) 2011-01-14 2011-04-13 (주)대우건설 Protector having shock detection device for inducing drop zone of blasting debris, and running tunnel expanding method using thereof
KR101063773B1 (en) 2011-05-06 2011-09-08 (주)대우건설 Tunnel side corresponding protector for expanding running tunnel
KR20210112073A (en) * 2020-03-04 2021-09-14 한국수자원공사 Prefab worker protection apparatus

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101002402B1 (en) 2010-06-23 2010-12-17 (주)대우건설 Steel protector for expanding noise and vibration reducing tunnel
KR101028397B1 (en) 2011-01-14 2011-04-13 (주)대우건설 Protector having shock detection device for inducing drop zone of blasting debris, and running tunnel expanding method using thereof
KR101063773B1 (en) 2011-05-06 2011-09-08 (주)대우건설 Tunnel side corresponding protector for expanding running tunnel
KR20210112073A (en) * 2020-03-04 2021-09-14 한국수자원공사 Prefab worker protection apparatus
KR102360071B1 (en) * 2020-03-04 2022-02-09 한국수자원공사 Prefab worker protection apparatus

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