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JP3236549B2 - Support piece - Google Patents
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JP3236549B2 - Support piece - Google Patents

Support piece

Info

Publication number
JP3236549B2
JP3236549B2 JP36888697A JP36888697A JP3236549B2 JP 3236549 B2 JP3236549 B2 JP 3236549B2 JP 36888697 A JP36888697 A JP 36888697A JP 36888697 A JP36888697 A JP 36888697A JP 3236549 B2 JP3236549 B2 JP 3236549B2
Authority
JP
Japan
Prior art keywords
support piece
support
plate
outer peripheral
guide
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
Application number
JP36888697A
Other languages
Japanese (ja)
Other versions
JPH11193694A (en
Inventor
隆義 中山
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.)
Okumura Corp
Original Assignee
Okumura 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 Okumura Corp filed Critical Okumura Corp
Priority to JP36888697A priority Critical patent/JP3236549B2/en
Publication of JPH11193694A publication Critical patent/JPH11193694A/en
Application granted granted Critical
Publication of JP3236549B2 publication Critical patent/JP3236549B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

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、トンネル掘削機に
よって掘削された掘削壁面を支保するための支保ピース
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support piece for supporting an excavated wall surface excavated by a tunnel excavator.

【0002】[0002]

【従来の技術】トンネル掘削機によって岩質の地盤にト
ンネルを掘進する場合、掘削されたトンネル壁面が肌落
ちしたり、崩落することがあり、このため、従来から、
図14に示すように円弧状に彎曲した前後主桁の両端間に
継手板を固着してなる複数個の矩形枠状の支保ピース1
を順次、周方向に接合、連結することによってリング状
の支保体Aを組立て、この支保体Aによってトンネル掘
削壁面Tを全面的に支保することが行われている。
2. Description of the Related Art When a tunnel is excavated in a rocky ground by a tunnel excavator, the excavated tunnel wall surface may fall off or fall down.
As shown in FIG. 14, a plurality of rectangular frame-shaped support pieces 1 each having a joint plate fixed between both ends of a front and rear main girder curved in an arc shape.
Are successively joined and connected in the circumferential direction to assemble a ring-shaped support body A, and the support body A supports the entire tunnel excavation wall surface T.

【0003】このような支保体Aをトンネル掘削機のス
キンプレート内において組立てる場合、近年、旋回式の
エレクタを使用して支保ピース1、1の対向する継手板
1c、1d同士を順次接合し、継手板1c、1dに穿設している
ボルト孔間をボルト・ナットによって連結したのち、ス
キンプレートの周方向に旋回することによりリング状の
支保体の組立てを行っている。
In the case of assembling such a support body A in a skin plate of a tunnel excavator, in recent years, a facing type joint plate of the support pieces 1, 1 has been used using a swiveling type erector.
1c and 1d are sequentially joined to each other, and bolt holes and nuts drilled in the joint plates 1c and 1d are connected by bolts and nuts. Then, the ring-shaped support body A is assembled by turning in the circumferential direction of the skin plate. It is carried out.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、旋回式
のエレクタに支持させた支保ピース に次の支保ピース
1を連結する場合、これらの支保ピース1、1の継手板
1c、1d同士を接合させても、接合面が前後方向や内外方
向にズレて該継手板 に穿設しているボルト孔を正確に
合致させることができず、ボルト・ナットによる連結作
業に手間を要して支保体の組立が能率よく行えないとい
う問題点がある。
However, when the next support piece 1 is connected to the support piece supported by the revolving type erector, the joint plate of these support pieces 1 and 1 is connected.
Even when 1c and 1d are joined together, the joint surface is shifted in the front-rear direction or inward / outward direction, so that the bolt holes drilled in the joint plate cannot be accurately matched, and it takes time to connect with bolts and nuts. Therefore, there is a problem that the support body cannot be efficiently assembled.

【0005】本発明はこのような問題点に鑑みてなされ
たもので、その目的とするところは支保ピース同士を連
結する際に、これらの支保ピースの継手板を突き合わせ
状に接合させるだけで継手板に穿設しているボルト孔同
士を簡単且つ正確に合致させるようにした支保ピースを
提供するにある。
The present invention has been made in view of such a problem, and an object of the present invention is to connect joint pieces by simply joining joint plates of these support pieces in a butt shape. It is an object of the present invention to provide a support piece in which bolt holes formed in a plate are easily and accurately matched with each other.

【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に係る支保ピースは、円弧状に彎曲
した前後主桁の両端間に継手板を固着し且つ該継手板に
ボルト孔を穿設してなる矩形枠状の支保ピースにおい
て、支保ピース主体の前後主桁の一端部外周面に切欠段
部を形成してこの切欠段部にガイド板の基端部を嵌合、
固着させていると共に前後主桁の他端部外周面に上記ガ
イド板の突出部を係合させる係合段部を形 成した構造と
している。
According to a first aspect of the present invention, there is provided a support piece having a joint plate fixed between both ends of a front and rear main girder curved in an arc shape and attached to the joint plate. In a rectangular frame-shaped support piece with a bolt hole , a notch step is formed on the outer peripheral surface of one end of the front and rear main girder mainly of the support piece
Form the part, fit the base end of the guide plate into this notch step,
At the same time, the above
Have the form forms a structure in which the engaging step portion for engaging the projecting portion of the id plate.

【0007】上記構造を有する支保ピースにおいて、請
求項に係る発明は、支保ピース主体の前後主桁の一端
部外周面に形成された切欠段部にガイド板の基端部を嵌
合、固着させていると共に前後主桁から突出した該ガイ
ド板の突出部内面を先端に向かって外面側に傾斜した傾
斜面に形成し、さらに、前後主桁の他端部外周面にガイ
ド板の傾斜面を係止させる係止傾斜面を形成しているこ
とを特徴とする。
In the supporting piece having the above structure, the invention according to claim 2 is that the base end of the guide plate is fitted and fixed to a notch step formed on the outer peripheral surface of one end of the front and rear main girder mainly comprising the supporting piece. The inner surface of the projecting portion of the guide plate projecting from the front and rear main girders is formed as an inclined surface inclined toward the outer surface toward the tip, and further, the inclined surface of the guide plate is formed on the outer peripheral surface of the other end of the front and rear main girders. And a locking inclined surface for locking is formed.

【0008】請求項に係る発明は、請求項1に記載の
支保ピースとは異なった構造を有する支保ピースであっ
て、円弧状に彎曲した前後主桁の両端間に継手板を固着
し且つ該継手板にボルト孔を穿設してなる矩形枠状の支
保ピースにおいて、支保ピース主体の少なくとも一方の
主桁の側面端部より周方向に向けてガイド突板を突設し
てなる構造を有している。
According to a third aspect of the present invention, there is provided a support piece having a structure different from the support piece according to the first aspect, wherein a joint plate is fixed between both ends of the front and rear main girders curved in an arc shape. The support piece in the form of a rectangular frame formed by drilling bolt holes in the joint plate has a structure in which a guide protrusion is protruded from the side end of at least one main girder of the support piece body in the circumferential direction. are doing.

【0009】上記請求項に記載の支保ピースにおい
て、請求項に係る発明は、支保ピース主体の上記ガイ
ド突板が突設された端部の外周面より周方向に向けて支
持突板を突設していることを特徴としている。
According to the third aspect of the present invention, in the invention according to the fourth aspect , the support projecting plate protrudes from an outer peripheral surface of an end portion of the support piece main body where the guide projecting plate protrudes in a circumferential direction. It is characterized by doing.

【0010】[0010]

【作用】旋回式のエレクタを用いて支保ピースを順次連
結することにより支保体を組立てる場合、先にエレクタ
によって支持させた支保ピースの継手板に次の支保ピー
スの対向する継手板を突き合わせていくと、一方の支保
ピースの前後主桁の端部から突設しているガイド板が他
方の支保ピースの前後主桁における対向端部の外面に摺
接し、該ガイド板によってこれらの支保ピースが互いに
内外面方向にズレるのを規制されながら継手板同士が正
確に接合する。従って、継手板に穿設している複数個の
ボルト孔間が簡単に合致してボルト・ナットによる連結
作業が能率よく行えるものである。
When assembling the support body by sequentially connecting the support pieces using the revolving type erector, the joint plate of the next support piece is abutted against the joint plate of the support piece previously supported by the erector. The guide plate projecting from the end of the front and rear main girder of one support piece is in sliding contact with the outer surface of the opposite end of the front and rear main girder of the other support piece, and these support pieces are mutually moved by the guide plate. The joint plates are accurately joined together while being restricted from shifting in the inner and outer surface directions. Therefore, the plurality of bolt holes formed in the joint plate can be easily matched with each other, so that the connection operation by bolts and nuts can be efficiently performed.

【0011】さらに、上記支保ピース主体の前後主桁の
一端部外周面に切欠段部を形成し、この切欠段部にガイ
ド板の基端部を嵌合、固着すると共に、前後主桁の他端
部外周面にガイド板の突出部を係合させる係合段部を形
成しているので、一方の支保ピースのガイド板を他方の
支保ピースの係合段部に係合させれば、ガイド板が外方
に突出することがなく、支保ピースの前後主桁の外周面
を面一状態にすることができる。また、係合段部の幅方
向の端縁から主桁の外周面に向かって形成されている該
段部の壁面にガイド板の長辺側の幅方向の端面が当接し
て支保ピース同士が前後方向に対するズレもなくするこ
とができ、一層正確に接合作業が行える。
Furthermore, the支保form a cutout step portion on one end portion outer peripheral surfaces of the front and rear main girder piece mainly mating base end portion of the guide plate in the notch step portion, the fixed, other longitudinal main girder since forming the engaging step portion for engaging the projecting portion of the guide plate on the end portion outer peripheral surface, if the guide plate of one支保piece engaged the engagement step of the other支保piece, guide The outer peripheral surfaces of the front and rear main girder of the support piece can be flush with each other without the plate protruding outward. In addition, the widthwise end surface of the long side of the guide plate abuts against the wall surface of the step formed from the widthwise edge of the engaging step to the outer peripheral surface of the main girder, and the support pieces are brought together. The displacement in the front-rear direction can be prevented, and the joining operation can be performed more accurately.

【0012】同様に、請求項に記載したように、支保
ピース主体の前後主桁の一端部外周面に切欠段部を形成
し、この切欠段部にガイド板の基端部を嵌合、固着させ
ていると共に前後主桁から突出した該ガイド板の突出部
内面を先端に向かって外面側に傾斜した傾斜面に形成
し、さらに、前後主桁の他端部外周面にガイド板の傾斜
面を係止させる係止傾斜面を形成しておくことで、一方
の支保ピースのガイド板を他方の支保ピースの傾斜面上
に係合させれば、ガイド板が外方に突出することがな
く、支保ピースの前後主桁の外周面を面一状態にするこ
とができる。
Similarly, as described in claim 2 , a notch step is formed on the outer peripheral surface of one end of the front and rear main beams mainly composed of the support pieces, and the base end of the guide plate is fitted into the notch step. The inner surface of the projecting portion of the guide plate, which is fixed and protrudes from the front and rear main girders, is formed on an inclined surface inclined toward the outer surface toward the front end. By forming a locking inclined surface that locks the surface, if the guide plate of one support piece is engaged on the inclined surface of the other support piece, the guide plate can protrude outward. In addition, the outer peripheral surfaces of the front and rear main girders of the support piece can be flush.

【0013】請求項に記載の支保ピースにおいては、
支保ピース主体の少なくとも一方の主桁の側面端部より
周方向に向けてガイド突板を突設しているので、先にエ
レクタによって支持させた支保ピースの継手板に次の支
保ピースの対向する継手板を突き合わせていくと、一方
の支保ピースの前後主桁の前後端面から突設しているガ
イド突板が他方の支保ピースの前後主桁における対向端
部の前後端面に摺接し、該ガイド突板によってこれらの
支保ピースが互いに前後方向にズレるのを規制されなが
ら継手板同士が正確に接合する。
[0013] In the support piece according to the third aspect,
Since the guide protruding plate protrudes from the side end of at least one main girder of the support piece main body in the circumferential direction, the joint of the next support piece to the joint plate of the support piece previously supported by the erector When the plates are butted against each other, the guide protruding plates projecting from the front and rear end faces of the front and rear main beams of one support piece slide in contact with the front and rear end faces of the opposite ends of the front and rear main beams of the other support piece, and The joint plates are accurately joined together while the displacement of these support pieces in the front-rear direction is restricted.

【0014】この場合、請求項に記載したように、ガ
イド突板の外端間に、隣接する支保ピースの他端部外周
面に係合させる支持突板を一体に設けておけば、支保ピ
ース同士が内外方向に対するズレも規制されて一層簡単
且つ正確に接合させることができる。
[0014] In this case, as described in claim 4 , if the supporting protruding plate that is engaged with the outer peripheral surface of the other end portion of the adjacent supporting piece is provided integrally between the outer ends of the guide protruding plate, the supporting pieces can be connected to each other. However, the displacement in the inward and outward directions is also restricted, so that joining can be performed more easily and accurately.

【0015】[0015]

【発明の実施の形態】次に、本発明の具体的な実施の形
態を図面について説明すると、図1〜図5において、支
保ピース主体1は、トンネル壁面Tに沿って円弧状に湾
曲した前後主桁1a、1bの長さ方向の両端間を平板形状の
継手板1c、1dによって一体に固着してなる鋼製矩形枠
と、この矩形枠の外周側開口端に棒状金属線材を格子状
に組み合わせた金網からなる崩落防止材2を張設してな
るものであり、継手板1c、1dは支保ピース主体1の外周
面側から内周面側に向かってトンネルの径方向に傾斜し
ていてリング状の支保体Aを組立てた際に、隣接する支
保ピースの継手板1c、1d同士が支保体Aの中心方向に向
いた状態で全面的に接合するように構成している。ま
た、支保ピース主体1の継手板1c、1dには長さ方向に一
定間隔毎に複数個のボルト孔3、4がそれぞれ穿設され
ている。同様に、前後主桁1a、1bにおいても必要に応じ
て長さ方向に一定間隔毎に複数個のボルト孔3a、4aがそ
れぞれ穿設されている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a supporting piece main body according to an embodiment of the present invention; FIG. A steel rectangular frame in which the longitudinal ends of the main girders 1a and 1b are integrally fixed by flat plate-like joint plates 1c and 1d, and a bar-shaped metal wire rod in a grid shape at an outer peripheral opening end of the rectangular frame. The joint plate 1c, 1d is inclined in the radial direction of the tunnel from the outer peripheral surface side of the support piece main body 1 toward the inner peripheral surface side. When the ring-shaped support body A is assembled, the joint plates 1c and 1d of the adjacent support pieces are entirely joined in a state where they face the center direction of the support body A. Further, a plurality of bolt holes 3 and 4 are formed in the joint plates 1c and 1d of the support piece main body 1 at regular intervals in the length direction. Similarly, a plurality of bolt holes 3a, 4a are formed in the front and rear main girders 1a, 1b at regular intervals in the length direction as necessary.

【0016】このように形成された支保ピース主体1に
おいて、図1に示した支保ピースにおいては、該支保ピ
ース主体1の前後主桁1a、1bの一端部外周面に一定厚み
を有する長方形状のガイド板5、5の基端部を溶接等に
よって固着し、主桁1a、1bの延長方向に突設している。
このガイド板5の幅は前後主桁1a、1bと同幅若しくはや
ゝ狭幅に形成されていると共に前後主桁1a、1bと同一湾
曲度でもって長さ方向に湾曲している。
In the support piece main body 1 formed as described above, in the support piece shown in FIG. 1, a rectangular shape having a constant thickness is formed on the outer peripheral surface of one end of the front and rear main beams 1a and 1b of the support piece main body 1. The base ends of the guide plates 5, 5 are fixed by welding or the like, and protrude in the extending direction of the main girders 1a, 1b.
The width of the guide plate 5 is the same as or slightly narrower than the front and rear main girders 1a and 1b, and is curved in the length direction with the same degree of curvature as the front and rear main girders 1a and 1b.

【0017】上記構造の支保ピースにおいては、ガイド
板5を前後主桁1a、1bの一端部外周面に直接固着してい
るが、図2に示す支保ピースは、支保ピース主体1の前
後主桁1a、1bの一端部外周面にガイド板5の厚みに等し
い深さを有する切欠段部6、6を形成し、これらの切欠
段部6にガイド板5の基端部を溶接等によってそれぞれ
固着する一方、前後主桁1a、1bの他端部外周面にガイド
板5、5の突出部を係合させる係合段部7、7を形成し
てなるものである。この係合段部7の深さは上記ガイド
板5の厚みに等しく形成されている。
In the support piece having the above-described structure, the guide plate 5 is directly fixed to the outer peripheral surface of one end of the front and rear main beams 1a and 1b, but the support piece shown in FIG. Cutout steps 6, 6 having a depth equal to the thickness of the guide plate 5 are formed on the outer peripheral surface of one end of 1a, 1b, and the base ends of the guide plate 5 are fixed to these cutout steps 6 by welding or the like. On the other hand, engaging step portions 7, 7 for engaging the projecting portions of the guide plates 5, 5 are formed on the outer peripheral surfaces of the other ends of the front and rear main beams 1a, 1b. The depth of the engaging step 7 is equal to the thickness of the guide plate 5.

【0018】図3に示す支保ピースは、図2に示した支
保ピースの変形例であって、支保ピース主体1の前後主
桁1a、1bの一端部外周面にガイド板5の厚みに等しい深
さを有する切欠段部6、6を形成し、これらの切欠段部
6にガイド板5の基端部を溶接等によってそれぞれ固着
すると共に前後主桁1a、1bから突出した該ガイド板5の
突出部の内面を先端に向かって外面側に傾斜した傾斜面
に形成する一方、前後主桁1a、1bの他端部外周面にガイ
ド板5の突出部と同一断面形状で底面が上記ガイド板5
の傾斜面を摺接させる係止傾斜面7bを有する係合段部7'
を形成してなるものである。その他の構造は上記支保ピ
ースと同様である。
The support piece shown in FIG. 3 is a modification of the support piece shown in FIG. 2, and has a depth equal to the thickness of the guide plate 5 on one end outer peripheral surface of the front and rear main girders 1a and 1b of the support piece main body 1. Notch step portions 6 are formed, and the base ends of the guide plate 5 are fixed to these notch step portions 6 by welding or the like, respectively, and the guide plate 5 protrudes from the front and rear main beams 1a, 1b. The inner surface of the portion is formed as an inclined surface inclined toward the outer surface toward the front end, and the outer surface of the other end of the front and rear main beams 1a, 1b has the same cross-sectional shape as the projecting portion of the guide plate 5 and the bottom surface is formed of the guide plate 5
Engaging step 7 'having a locking inclined surface 7b for slidingly contacting the inclined surface
Is formed. Other structures are the same as the above-mentioned support piece.

【0019】上記実施例においては、ガイド板5を前後
主桁1a、1bの一端部外周面に固着した構造の支保ピース
を示したが、図4に示す支保ピースは、支保ピース主体
1の前後主桁1a、1bの一端部における前後端面に正面長
方形状の一定厚みを有するガイド突板5A、5Aを突設して
いるものである。即ち、ガイド突板5A、5Aの基端部を前
後主桁1a、1bの一端部における前後端面に溶接等によっ
て固着し、これらのガイド突板5A、5Aを支保ピース主体
1の幅間隔を存して主桁1a、1bの延長方向に突設し、該
ガイド板5A、5Aの対向面で隣接する支保ピースの前後主
桁1a、1bにおける他端部前後端面を挟持させるように構
成している。
In the above embodiment, the support piece having the structure in which the guide plate 5 is fixed to the outer peripheral surface of one end of the front and rear main beams 1a and 1b is shown. However, the support piece shown in FIG. Guide projection plates 5A, 5A each having a rectangular front surface and a certain thickness are projected from front and rear end surfaces at one end portions of the main girders 1a, 1b. That is, the base ends of the guide protruding plates 5A, 5A are fixed to the front and rear end surfaces at one end of the front and rear main girders 1a, 1b by welding or the like, and these guide protruding plates 5A, 5A are spaced apart from each other by the width of the support piece main body 1. The main girders 1a, 1b are provided so as to protrude in the direction of extension, and the opposing surfaces of the guide plates 5A, 5A are configured so that the front and rear main girders 1a, 1b of the adjacent support pieces are sandwiched between the other end front and rear end surfaces.

【0020】さらに、ガイド突板5A、5Aを前後主桁1a、
1bの前後端面に直接、溶接等によってそれぞれ固着して
おいてもよいが、同図に示すように、前後主桁1a、1bの
前後端面にガイド突板5Aの厚みに等しい切欠段部6Aを形
成しておき、この切欠段部6Aにガイド突板5Aの基端部を
嵌合状態で固着していると共に、前後主桁1a、1bの他端
部における前後端面にガイド突板5Aが係合可能な係合段
部7Aを形成している。この場合、図示していないがガイ
ド突板5Aの幅を前後主桁1a、1bの幅よりも小さく形成し
ておく一方、係合段部7Aを該ガイド突板5Aが嵌合可能な
溝状の係合段部に形成しておけば、一方の支保ピースか
ら突出したガイド突板5Aを他方の支保ピースの係合段部
に嵌め込むと、両者は前後方向のみならず内外方向のズ
レを規制された状態で接合させることができる。なお、
このガイド板5Aは片方の主桁のみから突設しておいても
よい。
Further, the guide protruding plates 5A, 5A are connected to the front and rear main beams 1a,
Although it may be fixed directly to the front and rear end faces of 1b by welding or the like, as shown in the figure, a notch step 6A equal to the thickness of the guide protruding plate 5A is formed on the front and rear end faces of the front and rear main girders 1a and 1b. In addition, the base end of the guide protruding plate 5A is fixed to the notch step 6A in a fitted state, and the guide protruding plate 5A can be engaged with the front and rear end surfaces at the other end of the front and rear main beams 1a, 1b. An engaging step 7A is formed. In this case, although not shown, the width of the guide protruding plate 5A is formed to be smaller than the width of the front and rear main girders 1a and 1b, while the engaging step 7A is formed in a groove-shaped engagement in which the guide protruding plate 5A can be fitted. If it is formed in the joint portion, when the guide protruding plate 5A protruding from one support piece is fitted into the engagement step portion of the other support piece, both are restricted not only in the front-back direction but also in the inward and outward directions. It can be joined in a state. In addition,
The guide plate 5A may protrude from only one main girder.

【0021】図5は上記図4に示した支保ピースにおい
て、上記ガイド突板5A、5Aの主桁1a、1bから突出した突
出部における外端間、即ち、支保ピース主体1の外周面
側の端面間に、隣接する支保ピースの他端部外周面に係
合させる支持突板5Bを一体に設けた構造を有するもので
ある。なお、この支持突板5Bはガイド突板5A、5Aと一体
でなくてもよい。
FIG. 5 shows the support piece shown in FIG. 4 between the outer ends of the projecting portions of the guide protruding plates 5A, 5A projecting from the main beams 1a, 1b, ie, the end face on the outer peripheral surface side of the support piece main body 1. A support protruding plate 5B to be engaged with the outer peripheral surface of the other end portion of the adjacent support piece is integrally provided therebetween. Note that the support protruding plate 5B may not be integral with the guide protruding plates 5A, 5A.

【0022】図6はトンネル掘削機10を示すものであっ
て、円筒形状のスキンプレート11の前端開口部に該スキ
ンプレート11と一体的に配設した支持部材12と、この支
持部材12に回転自在に支持され且つ該支持部材12内に装
着している駆動モータ(図示せず)によって回転駆動さ
せられるカッタ板13と、上記支持部材12の後端にその先
端を一体的に固着して上記スキンプレート11の中央空間
部を通じて該スキンプレート11の後端から後方に水平状
に延出しているビーム体14と、支持部材12の上下左右に
一体的に装着された径方向に伸縮自在なフロンドグリッ
パ15と、ビーム体54の後端部下面から下方に突設してジ
ャッキ16a により上下伸縮自在なリアサポート16と、ビ
ーム体14の下面に沿って摺動自在に配設されたリアグリ
ッパ17と、支持部材12とリアグリッパ17間を連結した推
進ジャッキ18とからなり、上記ビーム体54に筒状摺動枠
19を摺動自在に被嵌させ、この摺動枠19の上面に押上げ
ジャッキ20を固定させてなる構造を有している。
FIG. 6 shows a tunnel excavator 10, in which a support member 12 is disposed integrally with a skin plate 11 at the front end opening of a cylindrical skin plate 11, and the support member 12 is rotated. A cutter plate 13 that is freely supported and is rotationally driven by a drive motor (not shown) mounted in the support member 12, and a front end thereof is integrally fixed to a rear end of the support member 12. A beam body 14 extending horizontally rearward from the rear end of the skin plate 11 through a central space of the skin plate 11, and a radially expandable and contractible front mounted integrally on the upper, lower, left and right sides of the support member 12. A gripper 15, a rear support 16 protruding downward from the lower surface of the rear end of the beam member 54 and being vertically expandable and contractable by a jack 16a, and a rear gripper 17 slidably disposed along the lower surface of the beam member 14. , Support member 12 and rear bar And a propulsion jack 18 connected between the upper and lower arms 17, and a cylindrical sliding frame
The sliding frame 19 has a structure in which a push-up jack 20 is fixed to the upper surface of the sliding frame 19.

【0023】さらに、このトンネル掘削機10のスキンプ
レート11内に旋回式エレクタBが配設されている。この
旋回式エレクタBは、上記摺動枠19の前方側におけるビ
ーム体部分の回りにスキンプレート11の内周面から一定
間隔を存してエレクタリング8を回転自在に配設してい
ると共にこのエレクタリング8の内周面に形成している
ラック8cをビーム体14上に設置した回転駆動モータ9の
回転軸に固着しているピニオン9aに噛合させてこの回転
駆動モータ9によりエレクタリング8を回転させるよう
に構成してあり、さらに図7に示すように、このエレク
タリング8に、上記支保ピースに係脱自在に係合させる
エレクタヘッド8aを備えていると共に外周面に支保ピー
ス支持金具8bを装着してなる構造を有している。
Further, a swivel type erector B is provided in the skin plate 11 of the tunnel excavator 10. In the revolving type erector B, an erector ring 8 is rotatably disposed around a beam body portion on the front side of the sliding frame 19 at a predetermined interval from the inner peripheral surface of the skin plate 11. A rack 8c formed on the inner peripheral surface of the erector ring 8 is engaged with a pinion 9a fixed to a rotary shaft of a rotary drive motor 9 installed on the beam member 14, and the erector ring 8 is rotated by the rotary drive motor 9. As shown in FIG. 7, the erector ring 8 is provided with an erector head 8a for removably engaging with the support piece, and a support piece support bracket 8b is provided on the outer peripheral surface. Is mounted.

【0024】なお、上記スキンプレート11はビーム体14
の外周面に連結フレーム材11a を介して一体に固定、支
持されていると共にリアグリッパ17はスキンプレート11
から後方に突出したビーム体14の後部側に配設されてあ
り、周知のように、ビーム体14に対して相対的に摺動自
在なビーム受け21の下面両側からトンネル壁面Tの両側
面に向かって水平に突設させていると共に両リアグリッ
パ17、17と上記支持部材21の背面両側部間を上記推進ジ
ャッキ18、18によってそれぞれ連結しているものであ
る。さらに、上記摺動枠19とビーム受け21とを連結ジャ
ッキ22を介して連結している。なお、カッタ板13によっ
て掘削された土砂はコンベア(図示せず)等の適宜な搬
出手段によって後方に排出される。
The skin plate 11 has a beam member 14.
The rear gripper 17 is integrally fixed and supported on the outer peripheral surface of the
As is well known, it is disposed on the rear side of the beam body 14 protruding rearward from the lower side of the beam receiver 21 slidable relative to the beam body 14 on both sides of the tunnel wall T. The rear grippers 17, 17 and the rear side portions of the support member 21 are connected to each other by the propulsion jacks 18, 18, respectively. Further, the sliding frame 19 and the beam receiver 21 are connected via a connecting jack 22. The earth and sand excavated by the cutter plate 13 is discharged backward by an appropriate carrying-out means such as a conveyor (not shown).

【0025】このように構成したトンネル掘削機10のス
キンプレート11内で、上記旋回式エレクタBを使用して
複数個の支保ピースを順次連結することによりリング状
支保体Aを組み立てるには、まず、スキンプレート11の
下周部上に1個の支保ピース1Aを供給して図8(イ)に
示すように、該支保ピースをエレクタヘッド8aに支持さ
せる。この際、この支保ピース1Aの一端部側、即ち、ガ
イド板5又はガイド突板5Aを次の支保ピース1Bの受け側
に向けた状態にしてエレクタヘッド8aに支持させる。し
かるのち、回転駆動モータ9によりエレクタリング8を
同図において時計方向に回動させて該支保ピース1Aをス
キンプレート11の内周面に沿って上方に一定の周長だけ
移動させたのちその位置に保持する。
In order to assemble the ring-shaped support body A by sequentially connecting a plurality of support pieces using the revolving erector B in the skin plate 11 of the tunnel excavator 10 configured as described above, first, Then, one support piece 1A is supplied on the lower peripheral portion of the skin plate 11, and the support piece is supported by the erector head 8a as shown in FIG. At this time, one end side of the support piece 1A, that is, the guide plate 5 or the guide protruding plate 5A faces the receiving side of the next support piece 1B and is supported by the erector head 8a. Thereafter, the rotary member 9 is rotated clockwise in FIG. 5 by the rotary drive motor 9 to move the support piece 1A upward along the inner peripheral surface of the skin plate 11 by a predetermined circumferential length, and then to the position. To hold.

【0026】次いで、次の支保ピース1Bをスキンプレー
ト11の下周部上に搬入してその他端部側の継手板1dをエ
レクタヘッド8aに支持させた上記支保ピース1Aのガイド
板5又はガイド突板5Aを突設している側の継手板1cに対
向させ、図8(ロ)に示すようにこれらの支保ピース1
A、1Bの対向する継手板1c、1dを接合する。
Next, the next support piece 1B is carried onto the lower peripheral portion of the skin plate 11, and the other end-side joint plate 1d is supported by the erector head 8a. As shown in FIG. 8 (b), these support pieces 1a are opposed to the joint plate 1c on the side where the 5A is projected.
The joint plates 1c and 1d of A and 1B are joined to each other.

【0027】この際、一端部外周面に前後主桁1a、1bの
延長方向に向かってガイド板5、5を突設している支保
ピースの場合には、図9に示すように、支保ピース1Aの
該ガイド板5、5上に接合すべき支保ピース1Bの前後主
桁1a、1bの他端部外周面を受止させた状態で該ガイド板
5、5により案内させながら支保ピース1Bを支保ピース
1A側に移動させると、ガイド板5、5によってこれらの
支保ピース1A、1Bは互いに内外方向にズレるのを規制さ
れながら対向する継手板1c、1d同士が簡単且つ正確に接
合し、継手板1c、1dに穿設しているボルト孔3、4が合
致する。これらのボルト孔3、4間にボルトを挿通して
ナットを螺合することにより支保ピース1A、1Bを一体に
連結すると共に支保ピース1Bをエレクタリングに立設し
ている支持金具8bにより支持させる。
At this time, in the case of a support piece having guide plates 5 and 5 protruding from one end outer peripheral surface in the extending direction of the front and rear main girders 1a and 1b, as shown in FIG. The support piece 1B is guided by the guide plates 5, 5 while the outer peripheral surfaces of the other end portions of the front and rear main girders 1a, 1b of the support piece 1B to be joined on the guide plates 5, 5 of 1A are received. Support piece
When the support pieces 1A and 1B are moved toward the 1A side, the supporting pieces 1A and 1B are easily and accurately joined to each other while being restricted from shifting inward and outward by the guide plates 5 and 5. , 1d are aligned with the bolt holes 3, 4. By inserting bolts between these bolt holes 3 and 4 and screwing nuts together, the support pieces 1A and 1B are integrally connected and the support piece 1B is supported by the support metal 8b standing upright on the electoring ring. .

【0028】このような連結手段において、ガイド板
5、5が図2に示すように、支保ピース主体1の前後主
桁1a、1bの一端部外周面に形成している切欠段部6にそ
の基端部を固着させている場合には、図10に示すよう
に、エレクタヘッド8aに支持させた支保ピース1Aのこれ
らのガイド板5、5上に、接合すべき次の支保ピース1B
の対向他端部における主桁1a、1bに設けている係合段部
7、7を合わせ、該係合段部7、7をガイド板5、5に
係合、受止させた状態でガイド板5、5により案内させ
ながら支保ピース1Bを支保ピース1A側に移動させると、
ガイド板5、5によってこれらの支保ピース1A、1Bは互
いに内外方向にズレるのを規制されると共に係合段部7
の壁面7aによって前後方向のズレも規制されながら対向
する継手板1c、1d同士が正確に接合し、継手板1c、1dに
穿設しているボルト孔3、4が合致すると共にガイド板
5、5の外面を前後主桁1a、1bの外周面に対して面一状
態にすることができる。
In such a connecting means, as shown in FIG. 2, the guide plates 5, 5 are provided on notch step portions 6 formed on the outer peripheral surfaces of the one end portions of the front and rear main beams 1a, 1b of the support piece main body 1. When the base end is fixed, as shown in FIG. 10, the next support piece 1B to be joined is placed on these guide plates 5, 5 of the support piece 1A supported by the erector head 8a.
The engaging steps 7, 7 provided on the main girders 1a, 1b at the other end opposite to each other are aligned, and the engaging steps 7, 7 are engaged with and received by the guide plates 5, 5, respectively. When the support piece 1B is moved to the support piece 1A side while being guided by the plates 5, 5,
The support plates 1A, 1B are prevented from shifting inward and outward from each other by the guide plates 5, 5, and the engaging steps 7
The joint plates 1c and 1d facing each other are accurately joined together while the displacement in the front-rear direction is also restricted by the wall surface 7a, and the bolt holes 3 and 4 formed in the joint plates 1c and 1d coincide with each other and the guide plates 5 and 5 can be flush with the outer peripheral surfaces of the front and rear main girders 1a, 1b.

【0029】同様に、切欠段部6にその基端を嵌合、固
着させているガイド板5、5の突出部内面を図3に示す
ように、傾斜面5aに形成している場合においても、図11
に示すように、その傾斜面5a上に接合すべき支保ピース
1Bの対向端部に設けた係合段部7'の係止傾斜面7bを係合
させた状態で両支保ピース1A、1Bの継手板1c、1d同士を
接合させることにより、内外方向および前後方向のズレ
を規制されながら継手板1c、1dに穿設しているボルト孔
3、4が正確に合致すると共にガイド板5、5の外面を
前後主桁1a、1bの外周面に対して面一状態にすることが
できる。
Similarly, even when the inner surfaces of the protruding portions of the guide plates 5, 5 whose base ends are fitted and fixed to the notch step portions 6 are formed on the inclined surfaces 5a as shown in FIG. , FIG. 11
As shown in the figure, the support piece to be joined on the inclined surface 5a
By joining the joint plates 1c, 1d of the two support pieces 1A, 1B in a state where the locking inclined surface 7b of the engaging step portion 7 'provided at the opposite end of the 1B is engaged, the inside and outside directions and the front and rear The bolt holes 3, 4 drilled in the joint plates 1c, 1d are accurately matched while the deviation of the direction is regulated, and the outer surfaces of the guide plates 5, 5 are aligned with the outer peripheral surfaces of the front and rear main beams 1a, 1b. Can be in one state.

【0030】一方、図4に示すように、支保ピース主体
1の前後主桁1a、1bの一端部における前後端面にガイド
突板5A、5Aを突設している支保ピースにおいては、図12
にしめすように、エレクタヘッド8aに支持させた支保ピ
ース1Aから突設しているガイド突板5A、5A間に次の支保
ピース1Bの対向端部を嵌入させると、この対向端部の前
後端面が上記ガイド突板5A、5Aの対向面に摺接して前後
方向の妄動、ズレを防止されながら案内され、対向する
継手板1c、1d同士が正確に接合して継手板1c、1dに穿設
しているボルト孔3、4が合致するものである。この場
合、ガイド突板5Aの幅を前後主桁1a、1bの幅よりも小さ
く形成しておく一方、係合段部7Aを該ガイド突板5Aが嵌
合可能な溝状の係合段部に形成しておけば、前後方向の
みならず内外方向のズレも規制しながら接合させること
ができる。
On the other hand, as shown in FIG. 4, a support piece in which guide protruding plates 5A, 5A protrude from front and rear end faces at one end of front and rear main beams 1a, 1b of the support piece main body 1 is shown in FIG.
As shown, when the opposite end of the next support piece 1B is fitted between the guide protruding plates 5A, 5A protruding from the support piece 1A supported by the erector head 8a, the front and rear end faces of this opposite end are changed. The guide protruding plates 5A and 5A are slid in contact with the opposing surfaces of the guide protruding plates 5A and 5A, and guided while being prevented from being deflected in the front-rear direction. Bolt holes 3 and 4 are the same. In this case, the width of the guide protruding plate 5A is formed smaller than the width of the front and rear main beams 1a, 1b, while the engaging step 7A is formed in a groove-shaped engaging step in which the guide protruding plate 5A can be fitted. If this is done, the joining can be performed while restricting not only the front-back direction but also the displacement in the inside and outside directions.

【0031】また、図5に示す支保ピースの場合には、
図13に示すように、エレクタヘッド8aに支持させた支保
ピース1Aの一端部から突設している上記ガイド突板5A、
5Aによって接合すべき支保ピース1Bの前後方向のズレが
規制されると共にこれらのガイド突板5A、5Aの外端間に
一体に設けている支持突板5Bに支保ピース1Bの対向端部
の外周面が受止されて内外方向のズレを規制されながら
継手板1c、1d同士が正確に接合するものである。
In the case of the support piece shown in FIG. 5,
As shown in FIG. 13, the guide protruding plate 5A projecting from one end of the support piece 1A supported by the erector head 8a,
The displacement of the support piece 1B to be joined by the 5A in the front-rear direction is regulated and the outer peripheral surface of the opposite end of the support piece 1B is formed on the support protrusion 5B provided integrally between the outer ends of the guide protrusions 5A and 5A. The joint plates 1c and 1d are accurately joined to each other while being received and being restricted from moving inward and outward.

【0032】このように、支保ピース1A、1B同士をスキ
ンプレート11の周方向に連結したのち、再び、回転駆動
モータ9によりエレクタリング8を図8(ロ)において
時計方向に回動させてこれらの支保ピース1A、1Bをスキ
ンプレート11の内周面に沿って上方に一定の周長だけ移
動させたのちその位置に保持する。
After connecting the support pieces 1A and 1B in the circumferential direction of the skin plate 11 as described above, the rotary drive motor 9 again rotates the elector ring 8 clockwise in FIG. The supporting pieces 1A and 1B are moved upward along the inner peripheral surface of the skin plate 11 by a predetermined circumferential length, and then held at that position.

【0033】次いで、次の支保ピース1Cをスキンプレー
ト51の下周部上に搬入してその他端部側の継手板1dを支
保ピース1Aに連結した上記支保ピース1Bのガイド板5又
はガイド突板5Aを突設している側の継手板1cに対向さ
せ、ガイド板5又はガイド突板5Aをガイドとして図8
(ハ)に示すように、支保ピース1B、1Cの対向する継手
板1c、1dを上記同様にして接合させてこれらの継手板1
c、1dに穿設しているボルト孔3、4を合致させ、ボル
ト・ナットにより連結すると共に支保ピース1Cをエレク
タリングに立設している支持金具8bにより支持させる。
Next, the next support piece 1C is carried into the lower peripheral portion of the skin plate 51, and the other end-side joint plate 1d is connected to the support piece 1A. The guide plate 5 or the guide protruding plate 5A of the support piece 1B. FIG. 8 shows the guide plate 5 or the guide protrusion plate 5A as a guide.
As shown in (c), the opposed joint plates 1c, 1d of the support pieces 1B, 1C are joined in the same manner as described above, and these joint plates 1B, 1C are joined.
The bolt holes 3 and 4 formed in c and 1d are aligned with each other, connected by bolts and nuts, and the support piece 1C is supported by the support bracket 8b provided upright on the electoring ring.

【0034】このように、旋回式エレクタBを使用して
支保ピースを順次互いに対向する継手板同士を連結する
ことよりリング状の支保体Bを組立てたのち、ビーム体
14に沿って摺動枠19を連結ジャッキ22により前進させて
該摺動枠19上の押上げジャッキ20をスキンプレート11内
の上記支保体Aまで移動させ、該押上げジャッキ20によ
り支保体Aの上周部内面を支持させると共にエレクタヘ
ッド8a及び支持金具8bを支保ピースから取り外す。次い
で、摺動枠19をスキンプレート11から後方に移動させて
押上げジャッキ20により支持された支保体Aの後端面を
トンネル壁面Tを支持した既設の支保体Aの前端面に当
接させ、支保体Aの互いに離間している支保ピース間に
ジャッキ等を介在させて支保体Aを拡径させることによ
りその外周面をトンネル掘削壁面Tに密着させてトンネ
ル掘削壁面Tを支保するものである。なお、支保体Aを
構成する支保ピースとしては、全てに崩落防止材2を設
ける必要はなく、少なくともトンネル掘削壁面Tの上周
部側を支保する支保ピースに崩落防止材2を張設してお
けばよい。
As described above, the ring-shaped support body B is assembled by connecting the support plates to the joint plates facing each other sequentially using the revolving type erector B, and then the beam member is formed.
The sliding frame 19 is advanced by the connecting jack 22 along 14 to move the push-up jack 20 on the sliding frame 19 to the support A in the skin plate 11, and the support A is moved by the push-up jack 20. While supporting the inner surface of the upper peripheral portion, the erector head 8a and the support fitting 8b are removed from the support piece. Next, the sliding frame 19 is moved rearward from the skin plate 11 so that the rear end face of the support A supported by the push-up jack 20 abuts on the front end face of the existing support A supporting the tunnel wall surface T, The outer diameter of the support body A is increased by interposing a jack or the like between the support pieces of the support body A which are separated from each other, so that the outer peripheral surface of the support body A is brought into close contact with the tunnel excavation wall surface T to support the tunnel excavation wall surface T. . In addition, it is not necessary to provide the fall prevention material 2 in all of the support pieces constituting the support body A, and the fall prevention material 2 is stretched on at least the support piece supporting the upper peripheral side of the tunnel excavation wall surface T. It is good.

【0035】トンネル掘削機10による掘進は、そのリア
グリッパ17、17をトンネル壁面Tの両側面に圧着させた
のち、リアサポート16を収縮させてトンネル壁面Tの底
面から離し、しかるのち、推進ジャッキ18を伸長させる
ことによりリアグリッパ17を介してトンネル壁面Tに反
力を支持させた状態でフロントグリッパ15を掘削壁面T
に摺接させながらカッタ板13により掘進させていく。一
定長のトンネルの掘削後、フロントグリッパ15を掘削壁
面Tに強く圧着させた状態にすると共にリアサポート16
を伸長させて掘削壁面Tの底面に支持させ、リアグリッ
パ17を収縮させたのち、推進ジャッキ18を収縮させてビ
ーム体14に沿って該リアグリッパ17を次の圧着位置まで
前進させるものである。
In the excavation by the tunnel excavator 10, the rear grippers 17, 17 are pressed against both side surfaces of the tunnel wall T, and then the rear support 16 is contracted and separated from the bottom surface of the tunnel wall T. The front gripper 15 is excavated on the wall T while the reaction force is supported on the tunnel wall T via the rear gripper 17 by extending
It is excavated by the cutter plate 13 while being in sliding contact with. After excavating a tunnel of a certain length, the front gripper 15 is firmly pressed against the excavation wall T and the rear support 16
Is extended to be supported on the bottom surface of the excavation wall T, and the rear gripper 17 is contracted. Then, the propulsion jack 18 is contracted to advance the rear gripper 17 along the beam member 14 to the next crimping position.

【0036】なお、以上の実施例においては、全ての支
保ピースに崩落防止材2を張設しているが、張設してい
ない支保ピースとの組み合わせによって支保体Aを組み
立てる場合には、該崩落防止材2を張設していない支保
ピースも上記同じ構造としている。
In the above-described embodiment, the collapsing prevention members 2 are stretched on all the support pieces. However, when assembling the support body A in combination with the support pieces that have not been stretched, the support body A is required. The support piece without the collapsing prevention member 2 has the same structure as described above.

【0037】[0037]

【発明の効果】以上のように本発明の請求項1に係る支
保ピースによれば、円弧状に彎曲した前後主桁の両端間
に継手板を固着し且つ該継手板にボルト孔を穿設してな
る矩形枠状の支保ピースにおいて、支保ピース主体の
後主桁の一端部外周面に切欠段部を形成してこの切欠段
部にガイド板の基端部を嵌合、固着させていると共に前
後主桁の他端部外周面に上記ガイド板の突出部を係合さ
せる係合段部を形成してなるものであるから、旋回式の
エレクタを用いて支保ピースを順次連結することにより
支保体を組立てる場合、一方の支保ピースの前後主桁の
端部から突設しているガイド板を受け側としてこのガイ
ド板に沿って次の支保ピースの対向端部を簡単且つ確実
に突き合わせることができると共にガイド板により支保
ピースの対向端部に段差やズレを生じるのを規制しなが
らこれらの支保ピースの継手板同士を正確に接合させる
ことができ、従って、継手板に穿設している複数個のボ
ルト孔間を簡単に合致させることができてボルト・ナッ
トによる連結作業が能率よく行えるものである。
As described above, according to the support piece according to the first aspect of the present invention, a joint plate is fixed between both ends of the front and rear main girders curved in an arc shape, and a bolt hole is formed in the joint plate. in the rectangular frame-shaped支保piece formed by the previous支保piece main
A notch step is formed on the outer peripheral surface of one end of the rear main girder, and this notch step
The base end of the guide plate is fitted and fixed to the
The protrusion of the guide plate is engaged with the outer peripheral surface of the other end of the rear main girder.
When the support body is assembled by sequentially connecting the support pieces using a swivel-type erector, one of the support pieces protrudes from the end of the front and rear main girder. The opposite end of the next support piece can be easily and reliably abutted along this guide plate as the receiving side of the guide plate, and the guide plate causes a step or deviation at the opposite end of the support piece. The joint plates of these support pieces can be accurately joined together while restricting the number of bolt holes drilled in the joint plate. The connecting operation can be performed efficiently.

【0038】さらに、支保ピース主体の前後主桁の一端
部外周面に形成された切欠段部にガイド板の基端部を嵌
合、固着させていると共に、前後主桁の他端部外周面に
ガイド板の突出部を係合させる係合段部を形成している
ので、一方の支保ピースのガイド板を他方の支保ピース
の係合段部に係合させれば、ガイド板が外方に突出する
ことがなく、支保ピースの前後主桁の外周面を面一状態
にすることができると共に、係合段部の幅方向の端縁か
ら主桁の外周面に向かって形成されている該段部の壁面
にガイド板の長辺側の端面が当接して支保ピース同士が
前後方向にズレるのを確実に防止することができ、一層
正確に接合作業が行える。
Further, the base end of the guide plate is fitted and fixed in a notch step formed on the outer peripheral surface of one end of the front and rear main girder mainly composed of the support piece , and the outer peripheral surface of the other end of the front and rear main girder. The guide plate of one support piece is engaged with the engagement step of the other support piece, so that the guide plate is moved outward. The outer peripheral surfaces of the front and rear main girders of the support piece can be flush with each other without protruding from the support piece, and are formed from the widthwise edge of the engaging step portion toward the outer peripheral surface of the main girder. The end face on the long side of the guide plate abuts against the wall surface of the step portion, so that it is possible to reliably prevent the support pieces from being displaced in the front-rear direction, so that the joining operation can be performed more accurately.

【0039】また、請求項2に係る発明によれば、支保
ピース主体の前後主桁の一端部外周面に形成された切欠
段部にガイド板の基端部を嵌合、固着させていると共に
前後主桁から突出した該ガイド板の突出部内面を先端に
向かって外面側に傾斜した傾斜面に形成する一方、前後
主桁の他端部外周面にガイド板の傾斜面を係止させる係
止傾斜面を形成しているので、、一方の支保ピースのガ
イド板を他方の支保ピースの傾斜面上に沿って円滑に係
合させることができると共にガイド板が外方に突出する
ことがなく、支保ピースの前後主桁の外周面を面一状態
にすることができる。
According to the second aspect of the present invention, the base end of the guide plate is fitted and fixed to the notch step formed on the outer peripheral surface of one end of the front and rear main girder of the support piece. The protrusions of the guide plate projecting from the front and rear main girders are formed on the inclined surface inclined toward the outer surface toward the tip, while the inclined surface of the guide plate is locked to the outer peripheral surface of the other end of the front and rear main girder. Since the stop inclined surface is formed, the guide plate of one support piece can be smoothly engaged along the inclined surface of the other support piece, and the guide plate does not protrude outward. The outer peripheral surfaces of the front and rear main girder of the support piece can be flush.

【0039】請求項に係る発明によれば、支保ピース
主体の少なくとも一方の主桁の側面端部より周方向に向
けてガイド突板を突設しているので、先にエレクタによ
って支持させた支保ピースの継手板に次の支保ピースの
対向する継手板を突き合わせていくと、一方の支保ピー
スの前後主桁の前後側端面から突設しているガイド突板
が他方の支保ピースの前後主桁における対向端部の前後
側端面に摺接し、該ガイド突板によってこれらの支保ピ
ースが互いに前後方向にズレるのを規制されながら継手
板同士を正確に接合させることができ、継手板に穿設し
ている複数個のボルト孔間を簡単且つ精度よく合致させ
ることができてボルト・ナットによる連結作業が能率よ
く行える。
According to the third aspect of the present invention, since the guide projecting plate protrudes in the circumferential direction from the side end of at least one main girder of the support piece main body, the support supported by the erector first is provided. When the opposing joint plate of the next support piece is abutted against the joint plate of the piece, the guide protruding plate projecting from the front and rear end faces of the front and rear main girder of one support piece is located at the front and rear main girder of the other support piece. Sliding contact is made with the front and rear end surfaces of the opposing ends, and the joint plates can be accurately joined to each other while the supporting pieces are restricted from shifting in the front-rear direction by the guide protruding plates. A plurality of bolt holes can be easily and accurately matched with each other, so that connection work with bolts and nuts can be efficiently performed.

【0040】この場合、請求項に記載したように、ガ
イド突板の外端間に、隣接する支保ピースの他端部外周
面に係合させる支持突板を設けておけば、支保ピース同
士が内外方向に対するズレも規制されて一層簡単且つ正
確に接合させることができる。
[0040] In this case, as described in claim 4, between the outer end of the guide veneer, if provided with a support projecting plates engaged with the other end portion outer peripheral surfaces of adjacent支保piece,支保piece with each other inside and outside The displacement in the direction is also regulated, so that joining can be performed more easily and accurately.

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

【図1】本発明支保ピースの内面側から見た簡略斜視
図、
FIG. 1 is a simplified perspective view of the support piece of the present invention viewed from the inner surface side,

【図2】本発明の別な支保ピースの内面側から見た簡略
斜視図、
FIG. 2 is a simplified perspective view of another support piece of the present invention viewed from the inner surface side;

【図3】図2の変形例を示す簡略斜視図、FIG. 3 is a simplified perspective view showing a modification of FIG. 2;

【図4】本発明のさらに別な支保ピースの内面側から見
た簡略斜視図、
FIG. 4 is a simplified perspective view of another support piece of the present invention as viewed from the inner surface side;

【図5】図4の変形例を示す簡略斜視図、FIG. 5 is a simplified perspective view showing a modification of FIG. 4;

【図6】支保体を施工しているトンネル掘削機の簡略縦
断側面図、
FIG. 6 is a simplified longitudinal side view of a tunnel excavator on which a support body is being constructed,

【図7】エレクタリング上に形成された支保体の簡略正
面図、
FIG. 7 is a simplified front view of a support formed on the electoring ring,

【図8】支保体の組立工程を示す簡略正面図、FIG. 8 is a simplified front view showing a support body assembling process;

【図9】図1の支保ピース同士の連結状態を示す簡略正
面図、
FIG. 9 is a simplified front view showing a connected state of the support pieces of FIG. 1;

【図10】図2の支保ピース同士の連結状態を示す簡略
正面図、
FIG. 10 is a simplified front view showing a connected state of the support pieces of FIG. 2;

【図11】図3の支保ピース同士の連結状態を示す簡略
斜視図、
FIG. 11 is a simplified perspective view showing a connected state of the support pieces of FIG. 3;

【図12】図4の支保ピース同士の連結状態を示す簡略
斜視図、
FIG. 12 is a simplified perspective view showing a connected state of the support pieces of FIG. 4;

【図13】図5の支保ピース同士の連結状態を示す簡略
斜視図、
FIG. 13 is a simplified perspective view showing a connected state of the support pieces of FIG. 5;

【図14】従来の支保体の簡略正面図。FIG. 14 is a simplified front view of a conventional support body.

【符号の説明】[Explanation of symbols]

1 支保ピース主体 1a、1b 主桁 1c、1d 継手板 2 崩落防止材 3、4 ボルト孔 5 ガイド板 7 係合段部 A 支保体 DESCRIPTION OF SYMBOLS 1 Support piece main body 1a, 1b Main girder 1c, 1d Joint plate 2 Collapse prevention material 3, 4 Bolt hole 5 Guide plate 7 Engagement step A Supporting body

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 円弧状に彎曲した前後主桁の両端間に継
手板を固着し且つ該継手板にボルト孔を穿設してなる矩
形枠状の支保ピースにおいて、支保ピース主体の前後主
桁の一端部外周面に切欠段部を形成してこの切欠段部に
ガイド板の基端部を嵌合、固着させていると共に前後主
桁の他端部外周面に上記ガイド板の突出部を係合させる
係合段部を形成していることを特徴とする支保ピース。
1. A rectangular frame-shaped支保piece formed by drilled bolt holes and該継hand plate fixing a joint plate across the front and rear main girder was curved in an arc shape, the front and rear main of支保piece main
A notch step is formed on the outer peripheral surface of one end of the girder, and this notch step
The base end of the guide plate is fitted and fixed, and
The protrusion of the guide plate is engaged with the outer peripheral surface of the other end of the spar.
A support piece characterized by forming an engagement step .
【請求項2】 支保ピース主体の前後主桁の一端部外周
面に形成された切欠段部に上記ガイド板の基端部を嵌
合、固着させていると共に前後主桁から突出した該ガイ
ド板の突出部内面を先端に向かって外面側に傾斜した傾
斜面に形成し、さらに、前後主桁の他端部外周面にガイ
ド板の傾斜面を係止させる係止傾斜面を形成しているこ
とを特徴とする請求項1に記載の支保ピース。
2. The guide plate, wherein the base end of the guide plate is fitted and fixed to a notch step formed on the outer peripheral surface at one end of the front and rear main girder of the support piece main body, and protrudes from the front and rear main girder. The inner surface of the projecting portion is formed as an inclined surface inclined toward the outer surface toward the tip, and further, a locking inclined surface for locking the inclined surface of the guide plate is formed on the outer peripheral surface of the other end of the front and rear main beams. The support piece according to claim 1, wherein:
【請求項3】 円弧状に彎曲した前後主桁の両端間に継
手板を固着し且つ該継手板にボルト孔を穿設してなる矩
形枠状の支保ピースにおいて、支保ピース主体の少なく
とも一方の主桁の側面端部より周方向に向けてガイド突
板を突設していることを特徴とする支保ピース。
3. A rectangular frame-shaped support piece in which a joint plate is fixed between both ends of a front and rear main girder curved in an arc shape and a bolt hole is formed in the joint plate, wherein at least one of the support piece main bodies is provided. A support piece characterized in that a guide plate is protruded from a side end of a main girder in a circumferential direction.
【請求項4】 上記支保ピース主体の上記ガイド突板が
突設された端部の外周面より周方向に向けて支持突板を
突設していることを特徴とする請求項に記載の支保ピ
ース。
4. The support piece according to claim 3 , wherein a support protrusion is protruded in a circumferential direction from an outer peripheral surface of an end portion where the guide protruding plate mainly composed of the support piece protrudes. .
JP36888697A 1997-12-26 1997-12-26 Support piece Expired - Fee Related JP3236549B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36888697A JP3236549B2 (en) 1997-12-26 1997-12-26 Support piece

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36888697A JP3236549B2 (en) 1997-12-26 1997-12-26 Support piece

Publications (2)

Publication Number Publication Date
JPH11193694A JPH11193694A (en) 1999-07-21
JP3236549B2 true JP3236549B2 (en) 2001-12-10

Family

ID=18493005

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36888697A Expired - Fee Related JP3236549B2 (en) 1997-12-26 1997-12-26 Support piece

Country Status (1)

Country Link
JP (1) JP3236549B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6493736B2 (en) * 2015-01-21 2019-04-03 清水建設株式会社 Tunnel segment diameter reducing device, tunnel lining structure, and freeze expansion countermeasure method
JP7021420B2 (en) * 2018-01-19 2022-02-17 前田建設工業株式会社 Connection structure and connection method of invert steel support

Also Published As

Publication number Publication date
JPH11193694A (en) 1999-07-21

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