JPH08326305A - Scaffolding board connecting member, and passage formed using same - Google Patents

Scaffolding board connecting member, and passage formed using same

Info

Publication number
JPH08326305A
JPH08326305A JP13064395A JP13064395A JPH08326305A JP H08326305 A JPH08326305 A JP H08326305A JP 13064395 A JP13064395 A JP 13064395A JP 13064395 A JP13064395 A JP 13064395A JP H08326305 A JPH08326305 A JP H08326305A
Authority
JP
Japan
Prior art keywords
scaffolding
tunnel
connecting member
scaffold
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
Application number
JP13064395A
Other languages
Japanese (ja)
Inventor
Takashi Ono
孝 大野
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 JP13064395A priority Critical patent/JPH08326305A/en
Publication of JPH08326305A publication Critical patent/JPH08326305A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To easily and surely connect a number of scaffold boards together. CONSTITUTION: A scaffolding plate connecting member 1 is formed of upper and lower plates 2, 3 arranged in parallel with a vertical space and a connecting plate 4 for mutually connecting the upper and lower plates, and a pair of recessed grooves 5, 5 turned in mutually reversed directions are formed thereon. The end parts of scaffold boards 6 to be connected are inserted to the recessed grooves 5, 5, respectively, whereby the scaffold boards are easily and surely connected together. A plurality of scaffold board connecting members 1 are set on a support member 8 at prescribed intervals, and the scaffold boards 6 are inserted to the mutually opposed recessed grooves 5 of the adjacent scaffold board connecting members 1 from the horizontal direction, whereby the scaffold boards 6 are easily connected together to form a passage.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、足場板を接続するため
の足場板接続部材およびこれを用いて形成された通路に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold plate connecting member for connecting scaffold plates and a passage formed using the scaffold plate connecting member.

【0002】[0002]

【従来の技術】シールド掘削機を用いたトンネルの施工
においては、トンネル先端部において掘削された土砂を
後方に搬送して排出したり、また、資材や機材をトンネ
ル先端部に搬送するために、トンネルの軸方向に往復動
できる軌道車両を備えるのが一般的である。一方、前記
トンネル内には、作業者が歩行できるような通路を形成
する必要があるが、この通路は、前記軌道車両の枕木上
に、多数の足場板を、足場クランプや番線等によって接
続して設置することにより形成されている。
2. Description of the Related Art In the construction of a tunnel using a shield excavator, the earth and sand excavated at the tip of the tunnel are conveyed backwards and discharged, and materials and equipment are conveyed to the tip of the tunnel. It is common to have a track vehicle that can reciprocate in the axial direction of the tunnel. On the other hand, in the tunnel, it is necessary to form a passage through which a worker can walk.In this passage, a large number of scaffolding plates are connected to the sleepers of the railroad vehicle by scaffolding clamps or number lines. It is formed by installing.

【0003】[0003]

【発明が解決しようとする課題】ところで、近年、シー
ルド掘削機を用いたトンネルの施工において、前記軌道
車両の代わりに、走行車輪をタイヤ方式とし自動進行す
るAGV(Automatic, Guided, Vehicles)方式を採用
したものが知られている。これは、坑内セグメント上に
高周波電圧を加えた誘導線を設置し、電磁誘導を利用し
て走行車を自動操舵進行させ、また、誘導無線による伝
達方式により、発進、停止等の信号を送って、全システ
ムを自動制御運転可能にするものである。
By the way, in recent years, in the construction of a tunnel using a shield excavator, an AGV (Automatic, Guided, Vehicles) system is adopted in which a traveling wheel is a tire system and automatically travels instead of the track vehicle. The one adopted is known. This is to install a high-frequency voltage-guided wire on the downhole segment to automatically steer the traveling vehicle using electromagnetic induction, and to send signals such as start and stop by the induction wireless transmission system. , Enables automatic control operation of the entire system.

【0004】したがって、前記AGV方式を利用したも
のでは、前記軌道車両方式のような枕木がなく、前記枕
木上に足場板を設置して通路を形成することができない
ため、通路の形成に苦慮していた。つまり、シールド掘
削機を用いたトンネルの施工においては、トンネル断面
が円形状であるので、水平な歩行面を有する通路を、ト
ンネルの全長に亙って形成するのが困難であるうえ、通
路を多数の足場板を接続することにより形成しようとし
た場合、足場板の接続が枕木上で行えないため、従来の
足場クランプや番線等では、作業に手間がかかるととも
に、足場板を安定的に接続するのが困難である。
Therefore, in the AGV system, there is no sleeper as in the rail car system, and a scaffolding plate cannot be installed on the sleeper to form a passage. Was there. In other words, when constructing a tunnel using a shield excavator, since the tunnel cross section is circular, it is difficult to form a passage having a horizontal walking surface over the entire length of the tunnel, and the passage is If you try to form by connecting many scaffolding boards, you can not connect the scaffolding board on the sleepers, so with conventional scaffolding clamps and number lines, it takes time and labor to connect the scaffolding boards stably. Difficult to do.

【0005】本発明は、上記事情に鑑みてなされたもの
で、シールド掘削機を用いたトンネルの施工等におい
て、前記AGV方式を利用した際等に、多数の足場板を
容易かつ確実に接続できる足場板接続部材と、これを用
いて形成された通路を提供することを目的としている。
The present invention has been made in view of the above circumstances, and can easily and reliably connect a large number of scaffold plates when the AGV method is used in the construction of a tunnel using a shield excavator. It is intended to provide a scaffolding plate connecting member and a passage formed by using the scaffolding plate connecting member.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項1の足場板接続部材は、上下に平行
離間して配設された上下板と、これら上下板を連結する
連結板とからなり、前記上下板と連結板とによって、互
いに逆方向を向く一対の凹溝を形成したものである。
In order to achieve the above object, the scaffolding plate connecting member according to claim 1 of the present invention connects upper and lower plates which are vertically spaced apart from each other in parallel with each other. The upper and lower plates and the connecting plate are formed of a connecting plate, and a pair of concave grooves facing in opposite directions are formed.

【0007】請求項2の足場板接続部材は、請求項1に
おいて、前記凹溝の長さを、接続すべき足場板の幅の少
なくとも2倍以上に設定したものである。
A scaffold plate connecting member according to a second aspect of the present invention is the scaffold plate connecting member according to the first aspect, wherein the length of the groove is set to be at least twice the width of the scaffold plate to be connected.

【0008】請求項3の通路は、略L字状なし、その両
端部がトンネルの内壁面に固定されることにより、一辺
部が水平に設けられる支持部材を、トンネルの軸方向に
所定間隔で配置し、これら支持部材の一辺部に、前記足
場板接続部材を、その一対の凹溝をトンネルの軸方向に
向けて配設し、足場板のそれぞれの端部を、トンネルの
軸方向に隣接する足場接続部材の互いに対向する凹溝に
挿入したものである。
The passage according to claim 3 is not substantially L-shaped, and both ends thereof are fixed to the inner wall surface of the tunnel, so that the support member having one side horizontally provided at predetermined intervals in the axial direction of the tunnel. The scaffolding plate connecting member is arranged on one side of these supporting members so that the pair of concave grooves are arranged in the axial direction of the tunnel, and each end of the scaffolding plate is adjacent to the axial direction of the tunnel. The scaffold connecting member is inserted into the mutually facing concave grooves.

【0009】[0009]

【作用】請求項1の足場板接続部材にあっては、互いに
逆方向を向く一対の凹溝に、それぞれ接続すべき足場板
の端部を挿入することによって、足場板どうしを容易か
つ確実に接続できる。また、複数の足場板接続部材を所
定間隔で設置しておき、隣接する足場板接続部材の互い
に対向する凹溝に、横方向から足場板を挿入することに
よって、複数の足場板を簡単に接続して通路を形成する
ことができる。
In the scaffolding plate connecting member according to the first aspect of the present invention, the scaffolding plates can be easily and reliably connected by inserting the ends of the scaffolding plates to be connected into the pair of recessed grooves facing in opposite directions. Can be connected. In addition, a plurality of scaffolding board connecting members are installed at predetermined intervals, and the scaffolding boards are easily inserted to connect the scaffolding board connecting members from the lateral direction into the mutually facing concave grooves of the scaffolding board connecting members. To form a passage.

【0010】請求項2の足場板接続部材にあっては、前
記凹溝の長さを、接続すべき足場板の幅の少なくとも2
倍以上に設定することにより、前記凹溝に横方向に2枚
以上の足場板を挿入することができるので、足場板を2
列以上にして接続することができ、これによって、通路
の幅を2列以上に広くすることができる。また、複数の
足場板接続部材を所定間隔で設置しておき、隣接する足
場板接続部材の互いに対向する凹溝に、横方向から2枚
以上の足場板を順次スライドさせながら挿入することに
よって、複数の足場板を横方向および縦方向に簡単に接
続して2列以上の幅を有する通路を形成することができ
る。
In the scaffolding plate connecting member according to a second aspect of the present invention, the length of the groove is at least 2 times the width of the scaffolding plate to be connected.
By setting the scaffolding plate more than twice, it is possible to insert two or more scaffolding plates in the lateral direction into the groove, so that the scaffolding plate should be two
Connections can be made in more than one row, which allows the width of the passages to be increased to more than one row. In addition, a plurality of scaffolding plate connecting members are installed at a predetermined interval, and by inserting two or more scaffolding plates from the lateral direction in the concave grooves facing each other of the adjacent scaffolding plate connecting members while sequentially sliding, A plurality of scaffolding boards can be easily connected laterally and longitudinally to form a passage having a width of two or more rows.

【0011】請求項3の通路にあっては、支持部材が略
L字状をなしているので、支持部材の両端部をトンネル
の内壁面に固定することによって、支持部材の一辺部を
水平に配置することができる。したがって、多数の支持
部材をトンネルの軸方向に所定間隔で配置して、各支持
部材の一辺部に、前記足場板接続部材を、その一対の凹
溝をトンネルの軸方向に向けて配設し、足場板のそれぞ
れの端部を、トンネルの軸方向に隣接する足場接続部材
の互いに対向する凹溝に挿入することによって、多数の
足場板を簡単かつ安定的に接続してなる通路を形成する
ことができる。
According to the third aspect of the present invention, since the support member has a substantially L-shape, one end of the support member is made horizontal by fixing both ends of the support member to the inner wall surface of the tunnel. Can be placed. Therefore, a large number of supporting members are arranged at predetermined intervals in the axial direction of the tunnel, and the scaffolding plate connecting member is arranged on one side of each supporting member so that the pair of concave grooves are oriented in the axial direction of the tunnel. By inserting the respective end portions of the scaffolding plates into concave grooves facing each other of the scaffolding connection members adjacent to each other in the axial direction of the tunnel, a passage formed by simply and stably connecting a large number of scaffolding plates is formed. be able to.

【0012】[0012]

【実施例】以下、図面を参照して本発明の足場板接続部
材およびこれを用いて形成された通路の一実施例を説明
する。図1は、本発明の足場接続部材の一実施例を示す
もので、符号1は足場接続部材を示す。この足場接続部
材1は、横断面H型をなす鋼鈑で形成されたもので、上
下に平行離間して配設された上下板2,3と、これら上
下板2,3を連結する連結板4とから構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the scaffolding plate connecting member of the present invention and a passage formed using the same will be described below with reference to the drawings. FIG. 1 shows an embodiment of the scaffold connecting member of the present invention, and reference numeral 1 denotes the scaffold connecting member. This scaffolding connection member 1 is formed of a steel plate having an H-shaped cross section, and is composed of upper and lower plates 2 and 3 arranged in parallel in the vertical direction and a connecting plate connecting the upper and lower plates 2 and 3. 4 and.

【0013】前記上下板2,3は、等しい長方形板状を
なしており、その短辺方向中央部において、長方形状を
なす前記連結板4が長辺方向に沿って形成されている。
したがって、足場接続部材1には、互いに逆方向を向く
一対の凹溝5,5が形成されている。また、前記上下板
2,3の離間距離は、接続すべき足場板6の厚さとほぼ
同厚かあるいは若干長く設定されている。さらに、前記
上下板2,3の長さ、つまり前記凹溝5の長さは、接続
すべき足場板6の幅の3倍より若干長めに設定されてい
る。
The upper and lower plates 2 and 3 have the same rectangular plate shape, and the connecting plate 4 having a rectangular shape is formed along the long side direction at the central portion in the short side direction thereof.
Therefore, the scaffolding connection member 1 is formed with a pair of recessed grooves 5 and 5 that face in mutually opposite directions. The distance between the upper and lower plates 2 and 3 is set to be approximately the same as or slightly longer than the thickness of the scaffolding plate 6 to be connected. Further, the lengths of the upper and lower plates 2 and 3, that is, the length of the concave groove 5 are set to be slightly longer than three times the width of the scaffolding plate 6 to be connected.

【0014】そして、前記構成の足場接続部材1によっ
て、足場板6…を接続するには、前記凹溝5,5に、そ
れぞれ3枚の足場板6…を横方向からスライドさせなが
ら挿入することにより、足場板6…を3列にして接続す
る。したがって、本実施例の足場接続部材1では、足場
板6…を凹溝5に挿入するだけで、これら足場板6…を
横方向および縦方向に容易に接続することができる。ま
た、複数の足場板接続部材1…を所定間隔で設置してお
き、隣接する足場板接続部材の1,1互いに対向する凹
溝5,5に、足場板6…を挿入して行けば、3列の幅を
有する通路を簡単に形成することができ、また、通路を
撤去する際も、足場板6…を凹溝5…からスライドさせ
ながら抜き取るだけの簡単な作業で行うことができる。
In order to connect the scaffolding plates 6 ... With the scaffolding connecting member 1 having the above-mentioned structure, three scaffolding plates 6 ... , The scaffolding plates 6 ... Are connected in three rows. Therefore, in the scaffolding connection member 1 of the present embodiment, the scaffolding plates 6 ... Can be easily connected in the lateral direction and the vertical direction only by inserting the scaffolding plates 6 ... into the groove 5. Further, if a plurality of scaffolding plate connecting members 1 ... Are installed at a predetermined interval and the scaffolding plates 6 are inserted into the concave grooves 5 and 5 of the adjacent scaffolding plate connecting members 1 and 1 facing each other, It is possible to easily form a passage having a width of three rows, and when removing the passage, it is possible to perform it by a simple operation of sliding the scaffold plates 6 ...

【0015】なお、前記実施例の足場板接続部材1で
は、その凹溝5の長さを、接続すべき足場板6の幅の3
倍より若干長めに設定したが、本発明の足場接続部材は
これに限らず、凹溝5の長さを足場6の1枚分の幅に設
定してもよいし、それ以上に設定してもよい。要する
に、前記凹溝5の長さは、横方向に接続したい足場板6
の枚数の分だけの長さに設定すればよい。
In the scaffolding plate connecting member 1 of the above-described embodiment, the length of the groove 5 is 3 times the width of the scaffolding plate 6 to be connected.
Although the scaffolding connection member of the present invention is not limited to this, the length of the recessed groove 5 may be set to the width of one scaffold 6, or may be set to be longer than twice. Good. In short, the length of the groove 5 is the scaffolding plate 6 to be connected in the lateral direction.
The length may be set to the number of sheets.

【0016】次に、前記足場板接続部材1用いて形成さ
れた通路の一実施例を説明する。図2および図3は、前
記足場板接続部材1用いて形成された通路7を示すもの
で、図2は、通路7が内部に形成されたトンネルの内部
の斜視図、図3は通路7が内部に形成されたトンネルの
横断面図である。前記通路7は、多数の支持部材8…
と、これら支持部材8…に支持された多数の足場板6…
と、これら足場板6…を接続する多数の前記足場板接続
部材1…と、手摺り9とから構成されている。
Next, an embodiment of a passage formed by using the scaffolding plate connecting member 1 will be described. 2 and 3 show a passage 7 formed by using the scaffolding plate connecting member 1, FIG. 2 is a perspective view of the inside of a tunnel in which the passage 7 is formed, and FIG. It is a cross-sectional view of the tunnel formed inside. The passage 7 includes a large number of support members 8 ...
And a large number of scaffolding plates 6 supported by these supporting members 8 ...
, And a large number of the scaffolding plate connecting members 1 for connecting the scaffolding plates 6 ... And a handrail 9.

【0017】前記支持部材8は、図3に示すように、L
字状をなすもので、その両端部がトンネルの内壁面に固
定されている。このトンネルは、シールド工法によって
施工されるもので、その内壁は、湾曲した板状をなすコ
ンクリート製の多数のセグメント10…を、トンネルの
周方向および軸方向に接合することによって、形成され
ている。そして、前記支持部材8は、図4に示すよう
に、その端部を、セグメント10に形成されたボルトボ
ックス11に挿入して、該ボルトボックス11のプレー
ト12にボルト13によって固定することによって、セ
グメント10の内壁面に固定されている。
As shown in FIG. 3, the support member 8 has an L-shape.
It is in the shape of a letter, and its both ends are fixed to the inner wall surface of the tunnel. This tunnel is constructed by the shield construction method, and its inner wall is formed by joining a large number of curved plate-shaped concrete segments 10 ... In the circumferential and axial directions of the tunnel. . Then, as shown in FIG. 4, the supporting member 8 has its end portion inserted into a bolt box 11 formed in the segment 10 and fixed to a plate 12 of the bolt box 11 by a bolt 13. It is fixed to the inner wall surface of the segment 10.

【0018】なお、前記ボルトボックス11は、セグメ
ント10をボルトによってトンネルの軸方向に接合する
ためのもので、セグメント10の軸方向端部の内面側に
予め形成され、セグメント10の軸方端面には、接合用
のプレート12がボルトボックス10に臨んで設けられ
ている。したがって、このボルトボックス11を利用す
ることによって、支持部材8…を簡単にトンネルの内壁
面(セグメント10の内壁面)に固定することができ
る。
The bolt box 11 is for joining the segment 10 in the axial direction of the tunnel with bolts, and is formed in advance on the inner surface side of the axial end portion of the segment 10 and is attached to the axial end surface of the segment 10. Is provided with a joining plate 12 facing the bolt box 10. Therefore, by using this bolt box 11, the supporting members 8 ... Can be easily fixed to the inner wall surface of the tunnel (the inner wall surface of the segment 10).

【0019】また、前記支持部材8…は、トンネルの軸
方向に所定間隔で配置され、それらの一辺部8a…が水
平かつ同高さになるようにして、トンネルの内壁面に固
定されている。前記支持部材8…の一辺部8a…には、
図1および図2に示すように、前記足場板接続部材1が
その一対の凹溝5,5をトンネルの軸方向に向けて配設
固定されている。なお、支持部材8に足場接続部材1を
配設する場合、本実施例では、図2に示すように、トン
ネルの軸方方向に並ぶ支持部材8…のうち、1つおきの
支持部材8に配設されている。
Further, the support members 8 ... Are arranged at a predetermined interval in the axial direction of the tunnel, and are fixed to the inner wall surface of the tunnel so that their one side portions 8a are horizontal and at the same height. . The side portions 8a of the supporting members 8 ...
As shown in FIGS. 1 and 2, the scaffolding plate connecting member 1 is arranged and fixed with the pair of concave grooves 5 and 5 oriented in the axial direction of the tunnel. When the scaffolding connection member 1 is disposed on the support member 8, in the present embodiment, as shown in FIG. 2, only every other support member 8 among the support members 8 arranged in the axial direction of the tunnel is used. It is arranged.

【0020】前記支持部材8…の一辺部8a…に固定さ
れて、トンネルの軸方向に隣接する足場接続部材1,1
の互いに対向する凹溝5,5には、3枚の足場板6…が
横方向からスライドさせて挿入され、これによって、足
場板6…が3列に、かつトンネルの軸方に接続され、さ
らに、前記支持部材8…に、手摺り9を取付けることに
よって、通路7が形成されている。また、トンネルの、
通路7が形成された反対側には、図3に示すように、支
持部材8…が上記と同様にして、トンネル内壁面に固定
されており、該支持部材8…の一辺部8a上には、シー
ルド工法に必要な、トンネルの軸方向に延びる配管1
1,11が掛け渡されて固定されている。
The scaffold connecting members 1, 1 fixed to the side portions 8a of the supporting members 8 and adjacent to each other in the axial direction of the tunnel.
The three scaffolding plates 6 ... Are slidably inserted from the lateral direction into the concave grooves 5 and 5 facing each other, whereby the scaffolding plates 6 ... Are connected in three rows and in the axial direction of the tunnel. Further, a passage 7 is formed by attaching a handrail 9 to the supporting members 8 ... Also in the tunnel,
On the opposite side where the passage 7 is formed, as shown in FIG. 3, supporting members 8 ... Are fixed to the inner wall surface of the tunnel in the same manner as described above, and the supporting members 8 ... , A pipe that extends in the axial direction of the tunnel required for the shield construction method 1
1 and 11 are suspended and fixed.

【0021】なお、前記トンネル内には、走行車輪をタ
イヤ方式とし自動進行するAGV(Automatic, Guided,
Vehicles)方式の、走行車14がトンネルの軸方向に
走行可能に設けられている。この走行車14は、セグメ
ント10上に高周波電圧を加えた誘導線15,15を設
置し、電磁誘導を利用して自動操舵進行させられ、ま
た、誘導無線による伝達方式により、発進、停止等の信
号を送って、自動制御運転可能なものである。
In the tunnel, an AGV (Automatic, Guided,
Vehicles) type traveling vehicle 14 is provided so as to be able to travel in the axial direction of the tunnel. This traveling vehicle 14 is provided with induction wires 15 and 15 to which a high frequency voltage is applied on the segment 10 to be automatically steered by using electromagnetic induction. Further, the traveling vehicle 14 can be started, stopped, etc. by a transmission system by induction radio. A signal can be sent to enable automatic control operation.

【0022】上記のような構成の通路7によれば、多数
の支持部材8…をトンネルの軸方向に所定間隔で配置し
て、各支持部材8の一辺部8aに、前記足場板接続部材
1を、その一対の凹溝5,5をトンネルの軸方向に向け
て配設し、足場板6のそれぞれの端部を、トンネルの軸
方向に隣接する足場接続部材1,1の互いに対向する凹
溝5,5に挿入することによって、多数の足場板6…を
簡単かつ安定的に接続することができる。したがって、
AGV方式を利用したトンネル施工においても、つまり
軌道車両方式のような枕木がなくても、トンネル内に容
易に通路7を形成することができ、しかもこの通路7
は、前記走行車14の走路と完全に分離しているため
に、作業者の安全性を確保することができる。また、ト
ンネル施工後は、足場接続部材1の凹溝5から足場板6
を抜き取るともに、足場接続板1および支持部材8を撤
去するだけで、通路7の撤去を簡単に行うことができ
る。
According to the passage 7 having the above-described structure, a large number of supporting members 8 are arranged at predetermined intervals in the axial direction of the tunnel, and the scaffolding plate connecting member 1 is provided on one side 8a of each supporting member 8. Of the scaffolding plate 6 are arranged so as to face the axial direction of the tunnel, and the respective end portions of the scaffolding plate 6 are recessed in the scaffolding connecting members 1, 1 adjacent to each other in the axial direction of the tunnel so as to face each other. By inserting into the grooves 5 and 5, a large number of scaffold plates 6 ... Can be connected easily and stably. Therefore,
Even in the tunnel construction using the AGV system, that is, without the sleepers as in the rail car system, the passage 7 can be easily formed in the tunnel.
Is completely separated from the traveling path of the traveling vehicle 14, so that the safety of the operator can be secured. In addition, after the tunnel construction, the scaffolding plate 6 through the groove 5 of the scaffolding connection member 1
The passage 7 can be easily removed by simply removing the scaffolding and removing the scaffolding connection plate 1 and the support member 8.

【0023】[0023]

【発明の効果】以上説明したように、本発明の請求項1
の足場接続部材によれば、上下に平行離間して配設され
た上下板と、これら上下板を連結する連結板とによっ
て、互いに逆方向を向く一対の凹溝を形成したので、こ
れら一対の凹溝に、それぞれ接続すべき足場板の端部を
挿入することによって、足場板どうしを容易かつ確実に
接続することができる。また、複数の足場板接続部材を
所定間隔で設置しておき、隣接する足場板接続部材の互
いに対向する凹溝に、横方向から足場板を挿入すること
によって、複数の足場板を簡単に接続して通路を形成す
ることができる。
As described above, according to the first aspect of the present invention.
According to the scaffolding connecting member of, since the pair of upper and lower plates which are vertically spaced apart from each other and the connecting plate which connects the upper and lower plates to each other form a pair of recessed grooves facing in opposite directions, By inserting the ends of the scaffolding plates to be connected into the grooves, the scaffolding plates can be connected easily and reliably. In addition, a plurality of scaffolding board connecting members are installed at predetermined intervals, and the scaffolding boards are easily inserted to connect the scaffolding board connecting members from the lateral direction into the mutually facing concave grooves of the scaffolding board connecting members. To form a passage.

【0024】請求項2の足場板接続部材によれば、前記
凹溝の長さを、接続すべき足場板の幅の少なくとも2倍
以上に設定したので、前記凹溝に横方向に2枚以上の足
場板を挿入して、足場板を2列以上にして接続すること
ができ、これによって、通路の幅を2列以上に広くする
ことができる。また、複数の足場板接続部材を所定間隔
で設置しておき、隣接する足場板接続部材の互いに対向
する凹溝に、横方向から2枚以上の足場板を順次スライ
ドさせながら挿入することによって、複数の足場板を横
方向および縦方向に簡単に接続して2列以上の幅を有す
る通路を形成することができる。
According to the scaffolding plate connecting member of the second aspect, the length of the recessed groove is set to be at least twice the width of the scaffolding plate to be connected. The scaffolding board can be inserted to connect the scaffolding boards in two or more rows, and thus the width of the passage can be increased to two or more rows. In addition, a plurality of scaffolding plate connecting members are installed at a predetermined interval, and by inserting two or more scaffolding plates from the lateral direction in the concave grooves facing each other of the adjacent scaffolding plate connecting members while sequentially sliding, A plurality of scaffolding boards can be easily connected laterally and longitudinally to form a passage having a width of two or more rows.

【0025】請求項3の通路によれば、支持部材が略L
字状をなしているので、支持部材の両端部をトンネルの
内壁面に固定することによって、支持部材の一辺部を水
平に配置することができる。したがって、多数の支持部
材をトンネルの軸方向に所定間隔で配置して、各支持部
材の一辺部に、前記足場板接続部材を、その一対の凹溝
をトンネルの軸方向に向けて配設し、足場板のそれぞれ
の端部を、トンネルの軸方向に隣接する足場接続部材の
互いに対向する凹溝に挿入することによって、多数の足
場板を簡単かつ安定的に接続してなる通路を形成するこ
とができる。また、トンネル施工後は、足場接続部材の
凹溝から足場板を抜き取るともに、足場接続板および支
持部材を撤去するだけで、通路の撤去を簡単に行うこと
ができる。
According to the third aspect of the present invention, the support member is substantially L-shaped.
Since it is in the shape of a letter, by fixing both ends of the supporting member to the inner wall surface of the tunnel, one side of the supporting member can be arranged horizontally. Therefore, a large number of supporting members are arranged at predetermined intervals in the axial direction of the tunnel, and the scaffolding plate connecting member is arranged on one side of each supporting member so that the pair of concave grooves are oriented in the axial direction of the tunnel. By inserting the respective end portions of the scaffolding plates into concave grooves facing each other of the scaffolding connection members adjacent to each other in the axial direction of the tunnel, a passage formed by simply and stably connecting a large number of scaffolding plates is formed. be able to. Further, after the tunnel construction, the scaffold plate can be pulled out from the groove of the scaffold connection member, and the passage can be easily removed only by removing the scaffold connection plate and the support member.

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

【図1】本発明の足場板接続部材の一実施例を示す斜視
図である。
FIG. 1 is a perspective view showing an embodiment of a scaffolding plate connecting member of the present invention.

【図2】本発明の通路の一実施例示すもので、該通路を
備えたトンネルの内部の斜視図である。
FIG. 2 is a perspective view showing an embodiment of a passage according to the present invention and is an interior view of a tunnel including the passage.

【図3】同、通路を備えたトンネルの横断面図である。FIG. 3 is a cross-sectional view of the tunnel including the passage.

【図4】図3におけるX円部の詳細図である。FIG. 4 is a detailed view of an X circle portion in FIG.

【符号の説明】[Explanation of symbols]

1 足場板接続部材 2 上板 3 下板 4 連結板 5 凹溝 6 足場板 8 支持部材 8a 支持部材の一辺部 1 Scaffolding board connection member 2 Upper board 3 Lower board 4 Connecting board 5 Recessed groove 6 Scaffolding board 8 Supporting member 8a One side part of a supporting member

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 足場板を接続する足場板接続部材であっ
て、 上下に平行離間して配設された上下板と、これら上下板
を連結する連結板とからなり、前記上下板と連結板とに
よって、互いに逆方向を向く一対の凹溝が形成されてい
ることを特徴とする足場板接続部材。
1. A scaffolding plate connecting member for connecting scaffolding plates, which comprises upper and lower plates arranged vertically in parallel and spaced apart from each other, and a connecting plate connecting the upper and lower plates, the upper and lower plates and the connecting plate. The scaffolding board connecting member is characterized in that a pair of concave grooves facing in opposite directions are formed by the above.
【請求項2】 請求項1記載の足場板接続部材におい
て、前記凹溝の長さが接続すべき足場板の幅の少なくと
も2倍以上に設定されていることを特徴とする足場板接
続部材。
2. The scaffold plate connecting member according to claim 1, wherein the length of the groove is set to be at least twice the width of the scaffold plate to be connected.
【請求項3】 請求項1または2記載の足場板接続部材
を用いて形成された通路であって、 略L字状なし、その両端部がトンネルの内壁面に固定さ
れることにより、一辺部が水平に設けられた支持部材
が、トンネルの軸方向に所定間隔で配置され、これら支
持部材の一辺部に、前記足場板接続部材がその一対の凹
溝をトンネルの軸方向に向けて配設され、足場板のそれ
ぞれの端部が、トンネルの軸方向に隣接する足場接続部
材の互いに対向する凹溝に挿入されていることを特徴と
する通路。
3. A passage formed by using the scaffolding plate connecting member according to claim 1 or 2, which is not substantially L-shaped, and one end portion of which is fixed to an inner wall surface of the tunnel. Support members arranged horizontally are arranged at predetermined intervals in the axial direction of the tunnel, and the scaffolding plate connecting member has a pair of concave grooves arranged in the tunnel axial direction on one side of these support members. And a respective end portion of the scaffold plate is inserted into concave grooves facing each other of the scaffold connecting members adjacent to each other in the axial direction of the tunnel.
JP13064395A 1995-05-29 1995-05-29 Scaffolding board connecting member, and passage formed using same Pending JPH08326305A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13064395A JPH08326305A (en) 1995-05-29 1995-05-29 Scaffolding board connecting member, and passage formed using same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13064395A JPH08326305A (en) 1995-05-29 1995-05-29 Scaffolding board connecting member, and passage formed using same

Publications (1)

Publication Number Publication Date
JPH08326305A true JPH08326305A (en) 1996-12-10

Family

ID=15039163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13064395A Pending JPH08326305A (en) 1995-05-29 1995-05-29 Scaffolding board connecting member, and passage formed using same

Country Status (1)

Country Link
JP (1) JPH08326305A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436585A (en) * 2006-03-30 2007-10-03 John Paul Houlihan Gap cover insert
GB2463910A (en) * 2008-09-30 2010-03-31 Mark William Scruton Scaffolding filler plate assembly

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2436585A (en) * 2006-03-30 2007-10-03 John Paul Houlihan Gap cover insert
GB2463910A (en) * 2008-09-30 2010-03-31 Mark William Scruton Scaffolding filler plate assembly

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