JP2503349B2 - Formwork device for secondary lining in tunnel - Google Patents

Formwork device for secondary lining in tunnel

Info

Publication number
JP2503349B2
JP2503349B2 JP4251712A JP25171292A JP2503349B2 JP 2503349 B2 JP2503349 B2 JP 2503349B2 JP 4251712 A JP4251712 A JP 4251712A JP 25171292 A JP25171292 A JP 25171292A JP 2503349 B2 JP2503349 B2 JP 2503349B2
Authority
JP
Japan
Prior art keywords
formwork
spud
socket
secondary lining
tunnel
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
JP4251712A
Other languages
Japanese (ja)
Other versions
JPH06101398A (en
Inventor
進 山本
正 宮保
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.)
OOBAYASHIGUMI KK
SAGA KOGYO KK
Original Assignee
OOBAYASHIGUMI KK
SAGA KOGYO KK
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 OOBAYASHIGUMI KK, SAGA KOGYO KK filed Critical OOBAYASHIGUMI KK
Priority to JP4251712A priority Critical patent/JP2503349B2/en
Publication of JPH06101398A publication Critical patent/JPH06101398A/en
Application granted granted Critical
Publication of JP2503349B2 publication Critical patent/JP2503349B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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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]

【産業上の利用分野】この発明は、トンネル内二次覆工
用型枠装置に関し、特に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、型枠を支持するための支持
脚の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork device for secondary lining in a tunnel, and more particularly to a support for holding a predetermined space between the formwork and the primary lining surface and supporting the formwork. Regarding the improvement of legs.

【0002】[0002]

【従来の技術】例えばシールド工法により施工され、一
次覆工されたトンネルにおいては、その一次覆工だけで
は十分な漏水防止効果を得ることが難しいため、そこに
さらに二次覆工を施さなければならない場合が多い。
2. Description of the Related Art For example, in a tunnel having a primary lining constructed by the shield construction method, it is difficult to obtain a sufficient water leakage prevention effect only by the primary lining, so that a secondary lining must be applied to it. Often not.

【0003】この二次覆工を施工するための型枠装置と
して先に本出願人は図3に示す型枠装置を開発した(特
公昭63−5560号公報参照)。
As a formwork device for constructing this secondary lining, the applicant previously developed the formwork device shown in FIG. 3 (see Japanese Patent Publication No. 63-5560).

【0004】この型枠装置は、一次覆工されたトンネル
1の内壁面2に沿って略円形に組み立てられる分解可能
な二次覆工用管状型枠3と、型枠3の外側に放射状に突
出して一次覆工面に当接するとともに、取り外し可能な
支持脚としての複数本のスパッド4とによって主に構成
されるものである。
This formwork apparatus comprises a tubular formwork 3 for disassembling secondary lining which is assembled in a substantially circular shape along an inner wall surface 2 of a tunnel 1 which is primaryly lined, and radially outside the formwork 3. It is mainly configured by a plurality of spuds 4 as detachable support legs while protruding and contacting the primary lining surface.

【0005】前記型枠3は、上部側のクラウンフォーム
3aの両側にヒンジ5を介して折り畳み展開可能に連結
されたサイドフォーム3bと、下部側にあって同じくヒ
ンジ5を介して折り畳み展開可能に連結した一対のイン
バートフォーム3cをボルトなどによる連結部を介して
組立てるもので、その組立及び分解をトンネル1内で行
えるように構成されており、搬送時に分解し、折り畳ん
で内部を走向する門型台車6により同一形状の他の型枠
内を移動し、最前部の型枠の前面で展開され、これに継
ぎ足される。
The frame 3 is provided with side forms 3b connected to both sides of an upper crown form 3a via hinges 5 so as to be foldable and expandable, and is also provided on the lower side with foldable expansions via the hinges 5 as well. A pair of invert forms 3c connected to each other is assembled through a connecting portion such as a bolt, and the assembly and disassembly can be performed in the tunnel 1. The gate type disassembles during transportation, folds and runs inside. The dolly 6 moves in another formwork having the same shape, is developed on the front surface of the frontmost formwork, and is added to this.

【0006】この装置によれば、組立状態でスパッド4
の先端が内壁面2に当接し、前記型枠3と一次覆工面と
の間に所定の間隙dを保持するとともに、前記型枠3を
支持するため、コンクリートの打設及び養生時において
前記型枠3を支持するための油圧支持装置等が不要とな
り、また、台車6も他の場所に撤去されるので型枠3の
内部空間が空き、施工能率が著しく向上する。
According to this apparatus, the spud 4 is assembled.
The tip of the mold abuts the inner wall surface 2 to maintain a predetermined gap d between the mold 3 and the primary lining surface and to support the mold 3, so that the mold can be used during concrete pouring and curing. A hydraulic support device or the like for supporting the frame 3 is not necessary, and since the carriage 6 is also removed to another place, the internal space of the form 3 is vacant and the construction efficiency is remarkably improved.

【0007】ここで、各スパッド4は、図4に示すよう
に、型枠3の内側に設けたブラケット7に螺着されるソ
ケット8に遊嵌挿通され、かつ該ソケット8の径方向に
穿設されたピン孔8a及びスパッド4の径方向に穿設さ
れた複数のピン孔4aにピン9を挿通することにより前
記ソケット8に係止固定される。
Here, as shown in FIG. 4, each spud 4 is loosely fitted and inserted into a socket 8 screwed to a bracket 7 provided inside the form 3, and is pierced in the radial direction of the socket 8. By inserting the pin 9 into the pin hole 8a provided and a plurality of pin holes 4a bored in the radial direction of the spud 4, the pin 9 is locked and fixed to the socket 8.

【0008】したがって、前記スパッド4の突出量調整
はピン孔4aを選ぶことによって一定ピッチで調整がな
され、さらにソケット8のブラケット5に対するねじ込
み調整によって微小調整される。またコンクリート打設
作業時において、コンクリートCの及ぼす浮力が型枠全
体の自重を上回った時点でスパッド4は引き抜かれる。
Therefore, the protrusion amount of the spud 4 is adjusted at a constant pitch by selecting the pin hole 4a, and finely adjusted by screwing the socket 8 into the bracket 5. Further, during the concrete pouring work, the spud 4 is pulled out when the buoyancy force exerted by the concrete C exceeds the own weight of the entire formwork.

【0009】[0009]

【発明が解決しようとする課題】しかしながらかかる構
造の支持脚を有する二次覆工用型枠装置では、インバー
トフォーム3cをセットした後にクラウンフォーム3
a,サイドフォーム3bを搬送する際に、インバートフ
ォーム3cに設けたスパッド4の型枠内への突出長が長
いと、特に小口径の円形型枠や、小型かつ非円形の型枠
においては、スパッド4の頭部が台車6や台車6に搭載
されて後に搬送されるクラウンフォーム3a及びサイド
フォーム3bに接触し、運搬不能となる場合がある。
However, in the formwork apparatus for the secondary lining having the supporting legs having such a structure, the crown form 3 is set after the invert form 3c is set.
a, when the side foam 3b is conveyed, if the protruding length of the spud 4 provided on the invert form 3c into the mold is long, particularly in a circular mold having a small diameter or a small and non-circular mold, The head of the spud 4 may come into contact with the carriage 6 or the crown foam 3a and the side foam 3b that are carried on the carriage 6 and subsequently transported, and may not be transported.

【0010】また、スパッド4の突出長を制限すると、
調整長さを十分に取れず、スパッド先端が一次覆工面に
到達しない場合を生じるという問題があった。
If the protrusion length of the spud 4 is limited,
There was a problem that the adjustment length could not be sufficiently obtained and the tip of the spud did not reach the primary lining surface.

【0011】この発明は以上の欠点を解決するものであ
って、その目的は支持脚すなわちスパッドの型枠内側へ
の突出長を制限するとともに、調整長さを十分に取れる
ようにしたトンネル内二次覆工用型枠装置を提供するも
のである。
The present invention solves the above-mentioned drawbacks, and its purpose is to limit the protruding length of the supporting leg, that is, the spud into the inside of the mold, and to make the adjustment length sufficiently large. A formwork device for the next lining is provided.

【0012】[0012]

【課題を解決するための手段】前記目的を達成するた
め、この発明は、一次覆工されたトンネル内壁面に沿っ
て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、該型枠の内側に設けたブラケットに支持されて前記
型枠の外側に放射状に突出して一次覆工面に当接する取
外し可能な複数の支持脚とからなり、該支持脚により前
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、前記型枠を支持するようにした二次覆工用型枠装
置において、前記複数の支持脚のうち少なくともインバ
ート部に位置する支持脚は、前記ブラケットに螺着され
たソケットに遊嵌挿通されて前記型枠の内外を貫通して
突出するとともに、前記ソケット及び支持脚頭部に穿設
されたピン孔に挿通されて前記支持脚を前記ソケットに
係止固定するピン部材と、前記型枠の外側において前記
支持脚の先端に螺着された長さ調整用金具とを備えたこ
とを特徴とするものである。
In order to achieve the above object, the present invention relates to a disassembled tubular formwork for secondary lining which is assembled in a substantially circular shape along the inner wall surface of a tunnel which is primaryly coated, A plurality of removable support legs supported by a bracket provided inside the formwork, radially protruding to the outside of the formwork and abutting the primary lining surface, by the support legs, the formwork and the primary lining surface In the formwork device for secondary lining, which maintains a predetermined gap between the support frame and the bracket, the support leg located at least at the invert part of the plurality of support legs is the bracket. The socket is screwed into the socket and inserted through the inside and outside of the mold to project, and is inserted into a pin hole formed in the socket and a supporting leg head to insert the supporting leg into the socket. Pin to lock and fix When, is characterized in that the outside of the mold and a said support leg length adjustment brackets screwed to the tip of the.

【0013】[0013]

【作用】以上の構成によれば、支持脚の先端に螺着され
た調整用金具をねじ込み調整した後スパッドをソケット
に挿通し、ピンで固定することにより、支持脚を型枠の
内側に突出することなく概略の二次覆工厚の調整が行わ
れる。
According to the above construction, the adjustment leg screwed to the tip of the support leg is screwed in and adjusted, and then the spud is inserted into the socket and fixed with the pin, whereby the support leg is projected to the inside of the form. The thickness of the secondary lining is roughly adjusted without doing this.

【0014】[0014]

【実施例】以下、この発明の一実施例を図面を用いて詳
細に説明する。なお、図において、従来と同一箇所には
同一符号を付し、異なる部分にのみ異なる符号を用いて
説明を行う。図1において二次覆工用型枠装置は、従来
とほぼ同様に一次覆工されたトンネル1の内壁面2に沿
って略円形に組み立てられる分解可能な二次覆工用管状
型枠3からなり、型枠3の外側には放射状に突出して一
次覆工面に当接する複数本のスパッド4及びこの発明に
係る支持脚としてのスパッド10を取り外し可能に設け
たものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings. In the drawings, the same parts as those in the related art will be designated by the same reference numerals, and only different parts will be described by using different reference numerals. In FIG. 1, the formwork device for secondary lining is composed of a tubular formwork 3 for disassembling secondary lining which is assembled in a substantially circular shape along an inner wall surface 2 of a tunnel 1 in which primary lining is performed in a similar manner to the conventional one. In addition, a plurality of spuds 4 that radially protrude and come into contact with the primary lining surface and the spuds 10 as supporting legs according to the present invention are detachably provided on the outside of the formwork 3.

【0015】前記型枠3は、上部側のクラウンフォーム
3aの両側にヒンジ5を介して折り畳み展開可能に連結
されたサイドフォーム3bと、下部側にあって同じくヒ
ンジ5を介して折り畳み展開可能に連結した一対のイン
バートフォーム3cをボルトなどによる連結部を介して
組立てるものである。
The frame 3 is provided with side forms 3b connected to both sides of the upper crown form 3a via hinges 5 so as to be foldable and expandable, and is also located on the lower side so as to be foldable and expandable via the hinges 5 as well. The pair of connected invert forms 3c are assembled through a connecting portion such as a bolt.

【0016】前記スパッド4はクラウンフォーム3a及
びサイドフォーム3bに配置されるもので、従来のもの
とほぼ同様の支持構造であり、例えば従来例として掲げ
た図4に示されるように、型枠3の内側に設けたブラケ
ット7に螺着されるソケット8に遊嵌挿通され、かつソ
ケット8の径方向に穿設されたピン孔8a及びスパッド
4の径方向に穿設された複数のピン孔4aにピンを挿通
することにより前記ソケット8に係止固定される。
The spud 4 is disposed on the crown foam 3a and the side foam 3b and has a support structure similar to that of the conventional one. For example, as shown in FIG. A pin hole 8a that is loosely fitted and inserted into a socket 8 that is screwed into a bracket 7 that is provided inside the socket 8 and that is formed in the radial direction of the socket 8 and a plurality of pin holes 4a that are formed in the radial direction of the spud 4. It is locked and fixed to the socket 8 by inserting a pin into the socket.

【0017】また、この発明に係るスパッド10は型枠
内部への突出量が問題となるインバートフォーム3cに
設けられるものであり、図2に拡大して示すように、ブ
ラケット12に螺着されるソケット14に遊嵌挿通さ
れ、かつソケット14の径方向に穿設されたピン孔14
a及びスパッド10の径方向に穿設された複数のピン孔
10aにピン16を挿通することにより前記ソケット1
4に係止固定されるが、前記スパツド4よりもピン孔1
0aの数を制限することにより、型枠3内への突出長が
規制され、最底部のピン孔10aをピン孔14aに一致
させた状態であっても他の型枠または台車との干渉が避
けられる寸法に設定されている。なお、最上部のピン孔
10aは、回転操作用のバールなどを挿入する孔であ
り、例えば四角形などの他の回転用の構造とすることも
できる。
Further, the spud 10 according to the present invention is provided on the invert form 3c in which the amount of protrusion into the form is a problem, and is screwed to the bracket 12 as shown in an enlarged view in FIG. A pin hole 14 loosely fitted in the socket 14 and bored in the radial direction of the socket 14.
The socket 1 is formed by inserting the pins 16 into a plurality of pin holes 10a formed in the radial direction of a and the spud 10.
4, but the pin hole 1 is larger than the spat 4
By limiting the number of 0a, the projecting length into the mold 3 is restricted, and even if the bottommost pin hole 10a is aligned with the pin hole 14a, interference with other molds or carts is prevented. The size is set to be avoidable. The uppermost pin hole 10a is a hole into which a burl for rotating operation or the like is inserted, and may have another rotating structure such as a quadrangle.

【0018】また、このスパッド10の型枠3からの突
出端は小径化され、その外周に雄ネジ部10bが切ら
れ、この部分には内周に雌ネジ部18aを形成した長さ
調整用スリーブ18が螺着されている。このスリーブ1
8の外径はスパッド10の外径と同一又は小径であり、
これによりスパッド10を型枠3の内部から抜き差し可
能としている。
Further, the protruding end of the spud 10 from the mold 3 is made small in diameter, a male screw portion 10b is cut on the outer periphery thereof, and a female screw portion 18a is formed on the inner periphery of this portion for length adjustment. The sleeve 18 is screwed on. This sleeve 1
The outer diameter of 8 is the same as or smaller than the outer diameter of the spud 10,
This allows the spud 10 to be inserted and removed from the inside of the mold 3.

【0019】以上の構成を有する二次覆工用型枠装置の
組立からコンクリート覆工までの手順を説明する。ま
ず、インバートフォーム3cは図1の想像線で示すごと
く折り畳んで搬送し、既存のインバートフォーム3cの
前部で展開して位置調整後ボルトナットを用いて既存の
インバートフォーム3cの先端面に結合する。一方、イ
ンバートフォーム3cの前端面直近にスパッド10を取
り付ける。すなわち、予めスリーブ18を手動回転させ
てスパッド10の型枠3外部へのおおよその突出長を調
整した後ソケット14に遊嵌し、ピン16で固定する。
次いで最上部のピン孔10aにバール等を差し込んで微
調回転を行えばスリーブ18の先端は内壁面2に当接
し、インバートフォーム3cのセットを完了する。な
お、インバートフォーム3cの前後端の中間部にもスパ
ッド10を設ける場合には、既に前後端部のレベリング
は設定済みのため、中間部のスパッド10は前記前端面
直近のスパッド10に準じて仮調整を行った後、微調整
を行うことにより容易に取り付けることができる。
A procedure from the assembling of the secondary lining form device having the above-mentioned configuration to the concrete lining will be described. First, the invert form 3c is folded and conveyed as shown by the imaginary line in FIG. 1, is developed at the front part of the existing invert form 3c, and is adjusted in position and coupled to the tip surface of the existing invert form 3c using a bolt nut. . On the other hand, the spud 10 is attached near the front end face of the invert foam 3c. That is, the sleeve 18 is manually rotated in advance to adjust the approximate projection length of the spud 10 to the outside of the mold 3, and then loosely fitted into the socket 14 and fixed with the pin 16.
Then, if a burl or the like is inserted into the uppermost pin hole 10a and fine adjustment rotation is performed, the tip of the sleeve 18 comes into contact with the inner wall surface 2, and the setting of the invert form 3c is completed. When the spud 10 is also provided at the front and rear end intermediate portions of the invert form 3c, since the front and rear end portion leveling has already been set, the spud 10 at the intermediate portion is tentatively based on the spud 10 near the front end face. After adjustment, it can be easily attached by performing fine adjustment.

【0020】その後クラウンフォーム3a,サイドフォ
ーム3bを搬送し、展開してインバートフォーム3cに
組み付け、従来と同様の手順にしたがってスパッド4の
突出調整を行えば、型枠3のセット作業が完了する。
After that, the crown form 3a and the side form 3b are conveyed, unfolded and assembled to the invert form 3c, and the protrusion of the spud 4 is adjusted according to the same procedure as in the prior art, whereby the work of setting the form 3 is completed.

【0021】セット完了後隙間d内にコンクリートCを
打設する。コンクリートCがインバートフォーム3aの
下部,側部に充填され、コンクリートにより発生する浮
力が型枠3の自重を上回った時点でインバートフォーム
3cのスパッド10を引き抜き、盲金具をセットしてコ
ンクリートの流入を防止する。この際スパッド10及び
スリーブ18を分解して水洗し、それぞれ雄ネジ部10
b,雌ネジ部18aにグリス塗布を行えば、固結を防止
して、これを再使用することができる。
After the setting is completed, concrete C is placed in the gap d. When the concrete C is filled in the lower and side portions of the invert form 3a and the buoyancy generated by the concrete exceeds the dead weight of the form 3, the spud 10 of the invert form 3c is pulled out and a blind metal fitting is set to prevent the concrete from flowing in. To prevent. At this time, the spud 10 and the sleeve 18 are disassembled and washed with water, and
b. By applying grease to the female screw portion 18a, it is possible to prevent solidification and reuse it.

【0022】なお、実施例ではスパッド10の先端に設
ける長さ調整用金具をスリーブ18としたが、スパッド
の先端をスリーブ状としこの内側に雌ネジを切り、外周
に雄ネジ部を設けたロッドを螺着することもできる。ま
た、クラウンフォーム3a,サイドフォーム3bにもこ
の発明に係るスパッド10を設けても良いことは勿論で
あるが、クラウンフォーム3a,サイドフォーム3bを
インバートフォーム3cに組付け後スパッドを組付ける
ので特にスパッドの型枠内への突出長は問題でなく、従
来の構造のスパッドで十分である。
In the embodiment, the sleeve 18 is used as the metal fitting for length adjustment provided at the tip of the spud 10. However, the tip of the spud is formed in a sleeve shape and a female screw is cut inside the rod, and a rod having a male screw portion on the outer circumference is provided. It can also be screwed on. Of course, the spud 10 according to the present invention may be provided on the crown foam 3a and the side foam 3b as well. However, since the spout 10 is assembled after the crown foam 3a and the side foam 3b are assembled to the invert foam 3c, The protruding length of the spud into the mold is not a problem, and the spud of the conventional structure is sufficient.

【0023】[0023]

【発明の効果】以上実施例によって詳細に説明したよう
に、この発明による二次覆工用型枠装置にあっては、ス
パッド先端に螺着された調整用金具をねじ込み調整した
後スパッドをソケットに挿通し、ピンで固定すれば、概
略の長さ調整が行われ、またソケットのブラケットに対
するねじ込み量によって最終微調整されるため、スパッ
ドの型枠内への突出長さが制限される場合における調整
量を十分に確保できる。したがって、この発明によれ
ば、特に小口径の円形型枠や、小型かつ非円形の型枠な
どにおいても、二次覆工作業を容易にかつ迅速に行うこ
とができる。
As described above in detail with reference to the embodiments, in the formwork apparatus for secondary lining according to the present invention, the spud is socketed after the adjustment fitting screwed to the tip of the spud is screwed in and adjusted. If the length of the spud is limited, the length of the spud can be adjusted roughly by adjusting the length of the socket and then fixing it with a pin. A sufficient amount of adjustment can be secured. Therefore, according to the present invention, it is possible to easily and quickly perform the secondary lining work even for a circular formwork having a small diameter, a small-sized non-circular formwork, and the like.

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

【図1】この発明にかかる二次覆工用型枠装置の断面図
である。
FIG. 1 is a sectional view of a formwork device for secondary lining according to the present invention.

【図2】同要部拡大断面図である。FIG. 2 is an enlarged sectional view of the main part.

【図3】従来の二次覆工用型枠装置の断面図である。FIG. 3 is a cross-sectional view of a conventional secondary lining formwork device.

【図4】同要部拡大断面図である。FIG. 4 is an enlarged sectional view of the main part.

【符号の説明】[Explanation of symbols]

1 トンネル 2 内壁面(一次覆工面) 3 型枠 10 スパッド(支持脚) 10a ピン孔 10b 雄ネジ部 12 ブラケット 14 ソケット 14a ピン孔 16 ピン 18 長さ調整スリーブ(長さ調整金具) 18a 雌ネジ部 1 tunnel 2 inner wall surface (primary lining surface) 3 formwork 10 spud (supporting leg) 10a pin hole 10b male screw part 12 bracket 14 socket 14a pin hole 16 pin 18 length adjusting sleeve (length adjusting metal fitting) 18a female screw part

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 一次覆工されたトンネル内壁面に沿って
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、該型枠の内側に設けたブラケットに支持されて前記
型枠の外側に放射状に突出して一次覆工面に当接する取
外し可能な複数の支持脚とからなり、該支持脚により前
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、前記型枠を支持するようにした二次覆工用型枠装
置において、 前記複数の支持脚のうち少なくともインバート部に位置
する支持脚は、前記ブラケットに螺着されたソケットに
遊嵌挿通されて前記型枠の内外を貫通して突出するとと
もに、前記ソケット及び支持脚頭部に穿設されたピン孔
に挿通されて前記支持脚を前記ソケットに係止固定する
ピン部材と、前記型枠の外側において、前記支持脚の先
端に螺着された長さ調整用金具とを備えたことを特徴と
するトンネル内二次覆工用型枠装置。
1. A decomposable tubular formwork for secondary lining, which is assembled in a substantially circular shape along the inner wall surface of the tunnel which is primarily covered, and the formwork supported by a bracket provided inside the formwork. A plurality of detachable support legs that radially project outside and contact the primary lining surface. The support legs maintain a predetermined gap between the formwork and the primary lining surface, and In the frame device for secondary lining adapted to support, the support leg located at least at the invert part among the plurality of support legs is loosely fitted and inserted into a socket screwed to the bracket to form the formwork. While protruding through the inside and outside of, the pin member which is inserted into the pin hole formed in the socket and the support leg head and locks and fixes the support leg to the socket, and on the outside of the mold, Screw the tip of the support leg. Tunnel the secondary lining for mold device being characterized in that a length adjustment fitting.
JP4251712A 1992-09-21 1992-09-21 Formwork device for secondary lining in tunnel Expired - Fee Related JP2503349B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4251712A JP2503349B2 (en) 1992-09-21 1992-09-21 Formwork device for secondary lining in tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4251712A JP2503349B2 (en) 1992-09-21 1992-09-21 Formwork device for secondary lining in tunnel

Publications (2)

Publication Number Publication Date
JPH06101398A JPH06101398A (en) 1994-04-12
JP2503349B2 true JP2503349B2 (en) 1996-06-05

Family

ID=17226871

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4251712A Expired - Fee Related JP2503349B2 (en) 1992-09-21 1992-09-21 Formwork device for secondary lining in tunnel

Country Status (1)

Country Link
JP (1) JP2503349B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5404285B2 (en) * 2009-09-30 2014-01-29 三菱重工メカトロシステムズ株式会社 Circular shape holding device
JP6355475B2 (en) * 2014-08-08 2018-07-11 大成建設株式会社 Support structure for fixture and tunnel lining formwork
JP6636773B2 (en) * 2015-11-02 2020-01-29 株式会社奥村組 Construction structure and construction method of tunnel lining body
CN115488605B (en) * 2022-09-29 2023-06-09 广东南奥交通设备有限公司 EMUs modularization pipeline processing equipment

Also Published As

Publication number Publication date
JPH06101398A (en) 1994-04-12

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