JP2520179Y2 - Support leg attachment / detachment structure for secondary lining formwork - Google Patents

Support leg attachment / detachment structure for secondary lining formwork

Info

Publication number
JP2520179Y2
JP2520179Y2 JP11620190U JP11620190U JP2520179Y2 JP 2520179 Y2 JP2520179 Y2 JP 2520179Y2 JP 11620190 U JP11620190 U JP 11620190U JP 11620190 U JP11620190 U JP 11620190U JP 2520179 Y2 JP2520179 Y2 JP 2520179Y2
Authority
JP
Japan
Prior art keywords
formwork
support legs
intermediate sleeve
support leg
secondary lining
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 - Lifetime
Application number
JP11620190U
Other languages
Japanese (ja)
Other versions
JPH0473094U (en
Inventor
美夫 佐賀
進 山本
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP11620190U priority Critical patent/JP2520179Y2/en
Publication of JPH0473094U publication Critical patent/JPH0473094U/ja
Application granted granted Critical
Publication of JP2520179Y2 publication Critical patent/JP2520179Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、トンネル内の二次覆工用の型枠を支持す
るとともに、この型枠と一次覆工されたトンネル内壁面
との間を所定の間隙に保持する支持脚の着脱構造の改良
に関する。
[Detailed Description of the Invention] (Industrial field of application) This invention supports a formwork for a secondary lining in a tunnel, and between the formwork and the inner wall surface of the tunnel which is primary-lined. The present invention relates to an improvement in a structure for attaching and detaching a support leg that holds a predetermined gap.

《従来の技術》 トンネル構築において、一次覆工されたトンネル内壁
面だけでは十分な漏水防止効果を得ることが難しい場
合、さらに二次覆工を施すことが行なわれている。
<< Prior Art >> In tunnel construction, when it is difficult to obtain a sufficient water leakage prevention effect only with the inner wall surface of the tunnel that has been subjected to the primary lining, secondary lining is further performed.

二次覆工に用いられる型枠装置は、従来、第5図に示
すように、地山1の内側に施工された一次覆工部3の内
壁面4に沿って二次覆工用の管状型枠5を略円形に組立
て、この型枠5を1種の作業架台である門型11に配備さ
れた油圧装置の作動アーム13によって支持することによ
り、型枠5と一次覆工面4との間に所定の間隙を保持す
る装置がある。
Conventionally, the formwork device used for the secondary lining has a tubular shape for the secondary lining along the inner wall surface 4 of the primary lining part 3 constructed inside the natural ground 1 as shown in FIG. By assembling the formwork 5 into a substantially circular shape and supporting the formwork 5 by the operation arm 13 of the hydraulic device provided in the gate form 11 which is one type of work platform, the formwork 5 and the primary lining surface 4 are separated. There is a device that holds a predetermined gap between them.

そして、前記間隙に二次覆工用コンクリート23を打設
し、コンクリート23の養生完了後に、前記型枠5を取り
外すことにより二次覆工が完成する。
Then, the secondary lining concrete 23 is placed in the gap, and after the concrete 23 is completely cured, the formwork 5 is removed to complete the secondary lining.

ここで問題となるのは、前記コンクリート23を打設す
る間およびそのコンクリート23の養生を待つ間前記型枠
5を保持し続けなければならないことで、この為にトン
ネル2内の作業スペースが前記門型11等によって占拠さ
れてしまい、さらに次の二次覆工のための段取り作業が
行えないということである。
The problem here is that the formwork 5 must be held while pouring the concrete 23 and while waiting for curing of the concrete 23. It is occupied by the gate type 11 etc., and the setup work for the next secondary lining cannot be performed.

そこで、本出願人は、特公昭63-5560号公報に示す型
枠装置を開発した。
Therefore, the applicant of the present invention has developed a formwork device disclosed in Japanese Patent Publication No. 63-5560.

この装置にあっては、複数の支持脚を型枠の内側から
外側に向けて突出させ、型枠を一次覆工面との間に所定
の間隙を保って支持したものであり、型枠組立て後は、
門型或いは油圧装置のごとき支持装置によらずにトンネ
ル内に確実に保持させることができる。
In this device, a plurality of support legs are protruded from the inside of the form to the outside to support the form with a predetermined gap between it and the primary lining surface. Is
It can be securely held in the tunnel without using a supporting device such as a gate type or a hydraulic device.

以上の構成においては、コンクリート養生後に固化し
たコンクリートの内部に前記支持脚が埋め込まれるた
め、型枠分解時において、支持脚の抜き出し作業が難し
いものとなる。
In the above configuration, since the support legs are embedded in the concrete solidified after curing the concrete, it is difficult to extract the support legs when disassembling the formwork.

このために、支持脚取付用ブラケットにネジ込まれる
中間スリーブおよび支持脚の径方向にピン孔を形成し、
ピンを介して支持脚を中間スリーブに挿通固定し、コン
クリート養生後はこのピンを引き抜いて支持脚を中間ス
リーブから引き抜き可能とし、バールその他の引抜き用
治具によって支持脚をコンクリート埋設箇所から抜き出
す工夫がなされている。
For this purpose, pin holes are formed in the radial direction of the support leg and the intermediate sleeve screwed into the support leg mounting bracket,
Insert the support leg into the intermediate sleeve through the pin, and after concrete curing, pull out this pin to allow the support leg to be pulled out from the intermediate sleeve. Has been done.

《考案が解決しようとする課題》 しかしながら、特に天井面側では上向きの作業姿勢と
なるため、ピンの挿通時におけるピン孔位置の位置合わ
せが繁雑であり、また支持脚の取外し時におけるピンの
引抜き作業も面倒で困難な作業となっている。
<Problems to be solved by the device> However, since the work posture is upward, especially on the ceiling side, the alignment of the pin hole position when inserting the pin is complicated, and the pin is pulled out when the support leg is removed. The work is troublesome and difficult.

この考案は以上の問題を解決するもので、中間スリー
ブに対する支持脚の着脱作業を簡素化することにより、
さらに作業能率の向上を図った二次覆工用型枠における
支持脚の着脱構造を提供することを目的としている。
This invention solves the above problems, and by simplifying the work of attaching and detaching the support legs to and from the intermediate sleeve,
It is another object of the present invention to provide a support leg attachment / detachment structure for a secondary lining formwork with improved work efficiency.

《課題を解決するための手段》 前記目的を達成するため、この考案は、一次覆工され
たトンネル内壁面に略円形に組立てられる分解可能な二
次覆工用管状型枠と、該型枠の内側から外側へ放射状に
突き出して一次覆工面に当接する複数本の支持脚と、前
記型枠の内方に突設されて前記支持脚を取り外し可能に
保持するブラケットとを備え、前記各支持脚により前記
型枠と一次覆工面との間に所定の間隙を保持するととも
に、前記支持脚のみにより前記型枠を支持する二次覆工
用型枠において、前記支持脚は、前記ブラケットに螺着
される中間スリーブに挿通され、かつ前記支持脚および
前記中間スリーブの径方向に穿設された長方形のくさび
孔に、テーパ状に係合する一対のくさびを打ち込むこと
で、前記中間スリーブに着脱可能に係止固定されるもの
である。
<Means for Solving the Problems> In order to achieve the above-mentioned object, the present invention relates to a tubular mold for disassembling secondary lining which is assembled in a substantially circular shape on the inner wall surface of the tunnel which is primary lining, and the mold. A plurality of support legs that radially project from the inside to the outside and abut the primary lining surface, and a bracket that projects inside the formwork and detachably holds the support legs. In a secondary lining formwork in which a predetermined gap is held between the formwork and the primary lining surface by legs, and the formwork is supported only by the support legs, the support legs are screwed to the bracket. By inserting a pair of wedges that engage in a tapered shape into rectangular wedge holes that are inserted in the intermediate sleeve to be attached and that are bored in the radial direction of the support leg and the intermediate sleeve, the intermediate sleeve is attached to and detached from the intermediate sleeve. Possible to lock and fix It is what is done.

《作用》 以上の構成によれば、中間スリーブのくさび孔に対す
る支持脚のくさび孔の位置がずれた状態であっても、一
方のくさびを打ち込んでから他方側のくさびを他方側か
ら打ち込むことで、両者はテーパ状に係合し、正しい孔
位置に矯正しつつ、支持脚を中間スリーブの所定位置に
固定する。
<< Operation >> According to the above configuration, even if the wedge holes of the support leg are displaced from the wedge holes of the intermediate sleeve, by driving one wedge and then the other wedge from the other side, , Both of which engage in a tapered shape to correct the correct hole position and fix the support leg at a predetermined position of the intermediate sleeve.

支持脚を取り外す場合、どちらかのくさびを係合方向
とは逆側に叩けば、容易に双方のくさびとも取り外しで
き、支持脚の引抜きが可能となる。
When removing the support legs, both wedges can be easily removed by tapping one of the wedges in the opposite direction to the engaging direction, and the support legs can be pulled out.

《実施例》 以下、この考案の実施例を図面を用いて詳細に説明す
る。
<< Embodiment >> Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.

なお、各図中同一或いは相当する部分は同一符号で示
す。
In addition, the same or corresponding portions in the drawings are denoted by the same reference numerals.

第1図ないし第4図はこの考案によるトンネル内二次
覆工用型枠装置の一実施例を示す。
1 to 4 show an embodiment of a frame device for secondary lining in a tunnel according to the present invention.

同図に示す型枠装置は、一次覆工されたトンネル2の
内壁面4に沿って略円形に組立てられる二次覆工用管状
型枠5に、該型枠5の内側から外が二放射状に突き出し
て一次副後面に当接する複数本の支持脚12を取り出し可
能に設け、該支持脚2により型枠5と一次覆工面との間
に所定の間隙dを保持する。
The formwork device shown in the figure has a tubular formwork 5 for secondary lining, which is assembled in a substantially circular shape along the inner wall surface 4 of the tunnel 2 which has been primaryly covered, and two radial lines from the inside to the outside of the formwork 5. A plurality of support legs 12 protruding to abut on the primary sub-rear surface are provided in a removable manner, and the support legs 2 hold a predetermined gap d between the mold 5 and the primary lining surface.

前記型枠5は、天井面を構成するクラウンフォーム
6、側面を構成するサイドフォーム7および床面を構成
するインバートフォーム8をヒンジ9およびボルトなど
による連結部10により組立てたもので、その組立および
分解時だけ、門型11が使用される。
The form 5 is formed by assembling a crown form 6 forming a ceiling surface, a side form 7 forming a side surface and an invert form 8 forming a floor surface by a hinge 9 and a connecting portion 10 such as a bolt. Gate type 11 is used only when disassembled.

前記支持脚12は、型枠5の内側に縦横に配置されたフ
レーム5aの一部に溶接などにより固定されたブラケット
16に、中間スリーブ17を介して着脱可能に取付けられ
る。
The support leg 12 is a bracket fixed by welding or the like to a part of a frame 5a vertically and horizontally arranged inside the formwork 5.
It is removably attached to 16 via an intermediate sleeve 17.

中間スリーブ17は筒状をなし、その外周囲にはネジ部
17aが形成され、そのネジ部17aがブラケット16側に形成
されたネジ孔16aに捩じ込まれた固定される。また、中
間スリーブ17にはその径方向を貫通している断面長方形
のくさび孔19が開口形成されている。
The intermediate sleeve 17 has a cylindrical shape, and a threaded portion is provided on the outer periphery thereof.
17a is formed, and the screw portion 17a is screwed and fixed in the screw hole 16a formed on the bracket 16 side. Further, the intermediate sleeve 17 is formed with a wedge hole 19 having a rectangular cross section and penetrating in the radial direction thereof.

前記支持脚12は先端部14がコーン形に細径化し、基端
15がストレートなロッド状をなすもので、中間スリーブ
17の内側に挿通され、型枠5の内側から外側に向けて放
射状に突出し、一次覆工部3の内壁面4に予め固設した
受け部4aに当接する。
The support leg 12 has a cone-shaped distal end portion 14 and has a base end portion.
15 is a straight rod shape, intermediate sleeve
It is inserted into the inside of the mold 17, radially projects from the inside of the mold 5 toward the outside, and abuts on the receiving portion 4a fixed in advance on the inner wall surface 4 of the primary lining portion 3.

支持脚12の基端側15には治具装置の通孔18が径方向に
穿設されているともに、これと同軸上の近傍には同じく
径方向に穿設され、前記中間スリーブ17と同一開口断面
積の断面長方形のくさび孔20が開口形成されている。
A through hole 18 of the jig device is formed in the base end side 15 of the support leg 12 in the radial direction, and a hole is also formed in the same radial direction in the vicinity of the coaxial hole, and is the same as the intermediate sleeve 17. A wedge hole 20 having a rectangular cross section with an opening cross sectional area is formed.

以上の構成において、支持脚12を中間スリーブ17に固
定するには、これを中間スリーブ17に挿通して型枠5の
外方に貫通させ、次いで、両者に形成されたくさび孔1
9,20の概略の位置合わせを行い、一対のくさび21,22を
そのテーパ面を合わせた状態に打ち込む。
In the above structure, in order to fix the support leg 12 to the intermediate sleeve 17, the support leg 12 is inserted into the intermediate sleeve 17 and penetrated to the outside of the form 5, and then the wedge holes 1 formed in both of them.
9 and 20 are roughly aligned, and a pair of wedges 21 and 22 are driven so that their tapered surfaces are aligned.

この場合、一方のくさび21を打ち込むと支持脚12は中
間スリーブ17に支持される。
In this case, when one wedge 21 is driven in, the support leg 12 is supported by the intermediate sleeve 17.

次いで他方側のくさび22を反対方向から打ち込むと、
両くさび21,22同士のテーパ状の係合によってくさび孔1
9,20同士は位置ずれを矯正され、支持脚12を中間スリー
ブ17の正しい位置に固定し、支持脚12の先端部14は設定
された突出長さdで型枠5の外方に突出する。
Next, drive the wedge 22 on the other side from the opposite direction,
Wedge hole 1 due to the tapered engagement of both wedges 21 and 22
The displacement of 9, 20 is corrected and the supporting leg 12 is fixed to the correct position of the intermediate sleeve 17, and the tip portion 14 of the supporting leg 12 projects outside the mold 5 with the set projecting length d. .

なお、突出長さdの調整する場合には、前記中間スリ
ーブ17を回転操作することにより連続的に微調整され
る。
When adjusting the protrusion length d, fine adjustment is continuously performed by rotating the intermediate sleeve 17.

このようにして、複数本の支持脚12はそれぞれが型枠
5外へ突出し、型枠5の一次覆工面からの間隙を定め
る。
In this way, each of the plurality of support legs 12 projects outside the mold 5 and defines a gap from the primary lining surface of the mold 5.

以上のようにして型枠5を一次覆工面の内側で組立
て、かつ前記支持脚12によってその位置を定めた後は、
前記門型11がなくともそのまま保持される。
After the formwork 5 is assembled inside the primary lining surface as described above and the position thereof is determined by the support legs 12,
It can be retained without the gate type 11.

したがって、型枠5の位置を定めた後は、型枠5の内
側に必要な作業スペースを確保してから、二次覆工用コ
ンクリート23を打設して養生を行うことができる。
Therefore, after the position of the formwork 5 is determined, a necessary work space can be secured inside the formwork 5, and then the secondary lining concrete 23 can be placed for curing.

他方、この型枠5の内部から撤去される門型11は、前
進させて隣接する区間の型枠5を組立てる作業を行うた
めに使用したり後退させて既にコンクリート23の養生が
完了した型枠5の撤収作業に使用できる。
On the other hand, the gate mold 11 removed from the inside of the formwork 5 is used to perform the work of assembling the formwork 5 in the adjacent section by moving it forward or backward, and the formwork in which the curing of the concrete 23 has already been completed. It can be used for the removal work of item 5.

これにより、コンクリート23を打設する間および該コ
ンクリート23の養生が完了するまでの間に、さらに別の
作業を行うことができる。
As a result, further work can be performed while the concrete 23 is being cast and before the curing of the concrete 23 is completed.

次に、コンクリート23の養生が完了し、型枠5を撤去
する場合には、まず前記支持脚12を引き抜くのである
が、この場合には、前記くさび21,22の一方をテーパ状
の係止方向から逆側にハンマーで叩けば、簡単に係合が
解除される。
Next, when the concrete 23 is completely cured and the form 5 is removed, the support legs 12 are first pulled out. In this case, one of the wedges 21 and 22 is locked in a tapered shape. If you hit it with a hammer in the opposite direction, the engagement will be released easily.

その後両くさび21,22ともにくさび孔19,20から人手に
よって簡単に引き抜くことができる。
After that, both wedges 21 and 22 can be easily pulled out manually from the wedge holes 19 and 20.

特に上部作業の場合には、いずれか一方を叩けば良い
ので、叩きだし作業を都合の良い足場位置を選んで行え
ることになる。
In particular, in the case of upper work, only one of them has to be tapped, so the tapping work can be performed by selecting a convenient scaffold position.

その後は通孔18にバールなどの治具を巻装し、支持脚
12を引き抜けば、支持脚12を打設コンクリート23から抜
き取ることができる。
After that, a jig such as a burl is wound around the through hole 18 and the supporting leg is
When the 12 is pulled out, the support leg 12 can be pulled out from the poured concrete 23.

なお、支持脚12の引抜きを容易にするためにグリース
その他の滑性部材を支持脚12の外周に予め塗布しておけ
ばよい。
It should be noted that in order to facilitate pulling out of the support leg 12, grease or other sliding member may be applied to the outer periphery of the support leg 12 in advance.

また、以上の構成の支持脚12およびその着脱構造は、
特に上部側の一定突出長さの支持脚であって、設置およ
び撤去作業が上向き姿勢となるクラウンフォーム6の箇
所に適用し、他の箇所は特公昭63-5560号公報に示した
突出長さ調整可能な支持脚およびピンによる着脱構造を
採用することもできる。
In addition, the support leg 12 having the above configuration and the structure for attaching and detaching it are
In particular, it is a support leg with a constant protruding length on the upper side, and it is applied to the place of the crown form 6 where the installation and removal work is in an upward posture, and the other places are the protruding length shown in Japanese Patent Publication No. 63-5560. A detachable structure with adjustable support legs and pins can also be adopted.

《考案の効果》 以上実施例によって詳細に説明したように、この考案
による二次覆工用型枠における支持脚の着脱構造にあっ
ては、型枠組立,分解時における支持脚の設置,撤去作
業が迅速に行え、型枠の組立分解時において特に上向き
姿勢で行う作業の能率をさらに向上できる。
<Effect of Device> As described in detail with reference to the embodiments above, in the support leg attachment / detachment structure in the secondary lining formwork according to the present invention, the support leg installation / removal at the time of formwork assembly and disassembly. The work can be performed quickly, and the efficiency of the work performed especially in the upward posture at the time of assembling and disassembling the mold can be further improved.

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

第1図はこの考案によるトンネル内二次覆工用型枠装置
の正断面図、第2図は同型枠装置から門型を撤去した状
態を示す正断面図、第3図は要部拡大断面図、第4図は
要部分解斜視図、第5図は従来のトンネル内二次覆工用
型枠装置の正断面図である。 2……トンネル 14……内壁面 5……型枠 11……門型 12……支持脚 14……先端部 15……基端部 16……ブラケット 17……中間スリーブ 19,20……くさび孔 21,22……くさび 23……二次覆工用コンクリート
FIG. 1 is a front sectional view of a formwork device for secondary lining in a tunnel according to the present invention, FIG. 2 is a front sectional view showing a state in which a gate mold is removed from the formwork device, and FIG. FIG. 4 and FIG. 4 are exploded perspective views of essential parts, and FIG. 5 is a front sectional view of a conventional frame device for secondary lining in a tunnel. 2 …… Tunnel 14 …… Inner wall surface 5 …… Formwork 11 …… Gate type 12 …… Support legs 14 …… Tip part 15 …… Base part 16 …… Bracket 17 …… Intermediate sleeve 19, 20 …… Wedge Hole 21,22 …… Wedge 23 …… Concrete for secondary lining

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】一次覆工されたトンネル内壁面に略円形に
組立てられる分解可能な二次覆工用管状型枠と、該型枠
の内側から外側へ放射状に突き出して一次覆工面に当接
する複数本の支持脚と、前記型枠の内方に突設されて前
記支持脚を取り外し可能に保持するブラケットとを備
え、前記各支持脚により前記型枠と一次覆工面との間に
所定の間隙を保持するとともに、前記支持脚のみにより
前記型枠を支持する二次覆工用型枠において: 前記支持脚は、前記ブラケットに螺着される中間スリー
ブに挿通され、かつ前記支持脚および前記中間スリーブ
の径方向に穿設された長方形のくさび孔に、テーパ状に
係合する一対のくさびを打ち込むことで、前記中間スリ
ーブに着脱可能に係止固定されることを特徴とする二次
覆工用型枠における支持脚の着脱構造。
1. A tubular formwork for disassembling a secondary lining, which is assembled in a substantially circular shape on the inner wall surface of a primary lining tunnel, and radially projects from the inside to the outside of the formwork to abut the primary lining surface. A plurality of support legs and a bracket projecting inward of the formwork and detachably holding the support legs are provided, and the support legs provide a predetermined space between the formwork and the primary lining surface. In a secondary lining formwork that holds a gap and supports the formwork only by the support legs: the support legs are inserted into an intermediate sleeve screwed to the bracket, and the support legs and the A secondary cover characterized by being removably locked and fixed to the intermediate sleeve by driving a pair of wedges that taperly engage into a rectangular wedge hole that is bored in the radial direction of the intermediate sleeve. Of support legs in engineering formwork Detachable structure.
JP11620190U 1990-11-07 1990-11-07 Support leg attachment / detachment structure for secondary lining formwork Expired - Lifetime JP2520179Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11620190U JP2520179Y2 (en) 1990-11-07 1990-11-07 Support leg attachment / detachment structure for secondary lining formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11620190U JP2520179Y2 (en) 1990-11-07 1990-11-07 Support leg attachment / detachment structure for secondary lining formwork

Publications (2)

Publication Number Publication Date
JPH0473094U JPH0473094U (en) 1992-06-26
JP2520179Y2 true JP2520179Y2 (en) 1996-12-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP11620190U Expired - Lifetime JP2520179Y2 (en) 1990-11-07 1990-11-07 Support leg attachment / detachment structure for secondary lining formwork

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6352045B2 (en) * 2014-05-12 2018-07-04 大成建設株式会社 Method for supporting tunnel lining formwork, structure for supporting tunnel lining formwork, and tunnel lining method

Also Published As

Publication number Publication date
JPH0473094U (en) 1992-06-26

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