JP2004293075A - Tunnel partition device - Google Patents

Tunnel partition device Download PDF

Info

Publication number
JP2004293075A
JP2004293075A JP2003084402A JP2003084402A JP2004293075A JP 2004293075 A JP2004293075 A JP 2004293075A JP 2003084402 A JP2003084402 A JP 2003084402A JP 2003084402 A JP2003084402 A JP 2003084402A JP 2004293075 A JP2004293075 A JP 2004293075A
Authority
JP
Japan
Prior art keywords
arch
tunnel
balloon
peripheral side
shaped
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.)
Granted
Application number
JP2003084402A
Other languages
Japanese (ja)
Other versions
JP4037301B2 (en
Inventor
Takeshi Sonoda
健 薗田
Tomoyuki Nagayama
智之 永山
Toshiaki Ono
利昭 小野
Toshio Abe
俊夫 安部
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.)
Nishimatsu Construction Co Ltd
Original Assignee
Nishimatsu Construction Co Ltd
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 Nishimatsu Construction Co Ltd filed Critical Nishimatsu Construction Co Ltd
Priority to JP2003084402A priority Critical patent/JP4037301B2/en
Publication of JP2004293075A publication Critical patent/JP2004293075A/en
Application granted granted Critical
Publication of JP4037301B2 publication Critical patent/JP4037301B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To prevent a partion device from moving even when strong wind blows in the tunnel, in the tunnel partition device provided with an arch-shaped balloon closely attached to the tunnel internal wall and securing the partition function. <P>SOLUTION: The partition device has an arch-shaped frame 61 having an arch-shape arranged with a gap to the tunnel internal wall 1 and having a recess 61c for housing a balloon to be opened to the external peripheral side along the arch shape and an arch-shaped balloon 62 having the interior side thereof housed in the interior of the recess 61c for housing the balloon and its outer peripheral side to be closely stuck to the tunnel internal wall 1 by expanding from the arch-shaped frame 61 to the external peripheral side with supply of a fluid. The arch-shaped frame 61 is fixed to main bodies 3a of forms 3 for tunnel lining. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、トンネル覆工時における打設後のコンクリートを養生するために用いられるトンネル間仕切り装置に関する。
【0002】
【従来の技術】
空気または水等の流体の圧入により膨張してトンネル内壁に密着する、ゴム等の伸縮自在な弾性部材より形成された環状チューブと、その環状チューブで囲まれる内周側空間部分を覆うシートを備えるトンネル内移動間仕切り装置がある(特許文献1参照)。これによれば、迅速かつ簡単に組み立てられて、トンネル内のコンクリート打設区間を外気から隔離し、打設コンクリートが外気との急激な温度変化に晒されるのを防いで、打設コンクリートの養生が良好に行える。
そして、環状チューブや馬蹄形チューブの自重による垂れ下がりを防止するため、チューブ保持部及び長さ調整部を有する保持桿を2本立設したものもある(特許文献2参照)。
【0003】
【特許文献1】
実用新案登録第3033931号公報
【特許文献2】
実用新案登録第3075320号公報
【0004】
【発明が解決しようとする課題】
しかし、トンネル内の強風に対して、2本の保持桿だけでは十分な強度が得られず、トンネル内壁に密着状態にあった環状チューブや馬蹄形チューブが風圧を受けて移動してしまい、間仕切りとして機能しなくなってしまう問題があった。
【0005】
本発明の課題は、トンネル内壁に密着させるアーチ状バルーンを備えるトンネル間仕切り装置において、トンネル内に強風が吹いても動かないようにして間仕切り機能を確保することである。
【0006】
【課題を解決するための手段】
以上の課題を解決するため、請求項1に記載の発明は、例えば、図1から図4に示すように、トンネル内壁1に対し離間して配置されるアーチ形状をなし、そのアーチ形状に沿って外周側に開放されるバルーン収納用凹部61cを有するアーチ状フレーム61と、そのバルーン収納用凹部61c内に内周側が収納され、流体の供給によりアーチ状フレーム61から外周側に膨張してトンネル内壁1に対し外周側が密着可能なアーチ状バルーン62とを備えるトンネル間仕切り装置6を特徴とする。
【0007】
請求項1に記載の発明によれば、トンネル内壁に対し外周側が密着するアーチ状バルーンの内周側をアーチ状フレームに収納したので、トンネル内に強風が吹いてもアーチ状フレームの保持によりアーチ状バルーンが動くようなことはない。
【0008】
請求項2に記載の発明は、請求項1に記載のトンネル間仕切り装置6であって、例えば、図1及び図4に示すように、前記アーチ状フレーム61が、トンネル覆工用のスライドセントル3の本体3aに固定されることを特徴とする。
【0009】
請求項2に記載の発明によれば、スライドセントル本体にアーチ状フレームを固定したので、間仕切り装置がスライドセントルと一緒に移動する。
【0010】
【発明の実施の形態】
以下、図を参照して本発明の実施の形態を詳細に説明する。
図1から図4において、1はトンネル内壁、2は打設コンクリート(二次覆工)、3はスライドセントル、4はレール、5は送風管、6はトンネル間仕切り装置、61はアーチ状フレーム、62はアーチ状バルーン、63は送風機、64はシートである。
【0011】
トンネル内には、図示のように、レール4が敷設されるとともに、切り羽まで延びる送風管5が設置されている。
スライドセントル3は、トンネル内壁1の二次覆工に対応するスライドフォーム3cを本体3aに備えており、本体3aがレール4上を車輪3bにより移動する。3dは階段である。
以上のスライドセントル3の本体3aの妻側にトンネル間仕切り装置6がそれぞれ装備されている。
【0012】
トンネル間仕切り装置6は、スライドセントル3の本体3aの妻側に固定されたアーチ状フレーム61と、このアーチ状フレーム61のバルーン収納用凹部61c内に収納されたアーチ状バルーン62と、送風機63及びシート64から構成されている。送風機63は、アーチ状バルーン62内にエアーを供給するためのものである。シート64は、図3に示したように、アーチ状フレーム61に囲まれた内方を覆うためのもので、具体的には多数枚を繋ぎ合わせてなる。
【0013】
アーチ状フレーム61は、図1に示したように、トンネル内壁1に対し所定寸法(例えば、300〜500mm程度)だけ離間して配置されるアーチ形状をなしており、そのアーチ形状に沿って外周側に開放されるバルーン収納用凹部61cを有している。すなわち、アーチ状フレーム61は、図2に拡大して示したように、平行する2枚のアーチ状フランジ61aの内周側にアーチ状ウェブ61bが連続する鋼材により形成されている。このようなアーチ状フランジ61a及びアーチ状ウェブ61bにより囲まれて、バルーン収納用凹部61cが形成されている。
【0014】
以上のアーチ状フレーム61のバルーン収納用凹部61cの全長に渡ってアーチ状バルーン62の内周側が適宜固定して収納されている。このアーチ状バルーンは、膨張・収縮可能なゴムチューブ、防水布チューブ等の弾性チューブにより形成されている。なお、アーチ状バルーン62には、送風機63からエアーが送り込まれるようになっている。
【0015】
次に、以上の構成によるトンネル間仕切り装置6の作用を説明する。
トンネル内において、二次覆工に先立ち、図4に示したように、スライドセントル3のスライドフォーム3cによりトンネル内壁1との間に所定のコンクリート打設空間が形成されている。
【0016】
また、スライドセントル3の本体3aの妻側にそれぞれ装備されたトンネル間仕切り装置6において、送風機63の駆動によりアーチ状バルーン62内にエアーが送り込まれる。これにより、アーチ状フレーム61内のアーチ状バルーン62が膨らみ始め、図2に示したように、アーチ状フレーム61から外周側にアーチ状バルーン62が膨張していく。
そして、図3及び図4に示したように、切り羽側では、トンネル内壁1にアーチ状バルーン62の外周側が直接密着した状態となり、また、反対の坑口側では、打設コンクリート2にアーチ状バルーン62の外周側が密着した状態となる。この状態は、送風機63の運転を継続することで維持される。
【0017】
さらに、アーチ状フレーム61に囲まれた内方を、図3に示したように、シート64で覆う。すなわち、図3に示したように、スライドセントル3の本体3aの妻側面に沿って作業員がシート64を張る。具体的には、ダンプトラック通行スペースSを除いてシート64が張られる。
その後、トンネル内壁1とスライドフォーム3cとの間の空間にコンクリート2を打設することで二次覆工が行われる。
【0018】
以上のように、トンネル内壁1に対し外周側が密着するアーチ状バルーン62の内周側をアーチ状フレーム61に収納したことによって、トンネル内に強風が吹い場合でも、アーチ状フレーム61の保持によりアーチ状バルーン62が動くのを確実に防止できる。従って、二次覆工時の間仕切り機能を十分に確保できる。
つまり、スライドセントル3の妻側の両側において、アーチ状バルーン62を迅速に膨張させて、二次覆工区間を外気から隔離できる。この結果、特に、寒冷期において、打設コンクリート2が外気との急激な温度変化に晒されるのを防止できる。従って、打設コンクリート2の養生が確実に行える。
【0019】
所定の養生時間が経過した後、送風機63の運転を停止することで、アーチ状バルーン62をアーチ状フレーム61内に収縮させ、また、シート64を外して間仕切りを終える。
その後、スライドセントル3を移動して次の区間の二次覆工が同様に行われる。
【0020】
なお、送風機によりバルーンにエアーを供給するようにしたが、他にガスや水等の流体をバルーンに供給・排出するようにしても良い。
【0021】
【発明の効果】
請求項1に記載の発明によれば、トンネル内の強風に対して、アーチ状フレームの保持によりアーチ状バルーンが動くようなことはないため、間仕切り機能を確保できる。
【0022】
請求項2に記載の発明によれば、請求項1に記載の発明により得られる効果に加え、間仕切り装置をスライドセントルと一緒に移動できるといった利点が得られる。
【図面の簡単な説明】
【図1】本発明を適用した一実施の形態の構成を示すもので、妻側から見たセントル及びアーチ状フレームを示した概略正面図である。
【図2】アーチ状フレーム及びアーチ状バルーンの一部を破断して示した拡大斜視図である。
【図3】図1の状態から間仕切り状態を示した概略正面図である。
【図4】セントル前後のアーチ状フレーム及びアーチ状バルーンの状態をトンネル中央で破断して示した概略側面図である。
【符号の説明】
1 トンネル内壁
2 打設コンクリート(二次覆工)
3 スライドセントル
3a 本体
3c スライドフォーム
4 レール
5 送風管
6 トンネル間仕切り装置
61 アーチ状フレーム
61a フランジ
61b ウェブ
61c バルーン収納凹部
62 アーチ状バルーン
63 送風機
64 シート
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a tunnel partitioning device used for curing concrete after casting during tunnel lining.
[0002]
[Prior art]
An annular tube formed of a stretchable elastic member such as rubber, which is expanded by press-fitting a fluid such as air or water and closely adheres to the inner wall of the tunnel, and a sheet covering an inner peripheral space surrounded by the annular tube. There is a moving partition device in a tunnel (see Patent Document 1). According to this, it is quickly and easily assembled, isolating the concrete casting section in the tunnel from the outside air, preventing the cast concrete from being exposed to a sudden temperature change with the outside air, and curing the cast concrete. Can be performed well.
In order to prevent the annular tube or the horseshoe-shaped tube from sagging due to its own weight, there is also one in which two holding rods having a tube holding portion and a length adjusting portion are provided upright (see Patent Document 2).
[0003]
[Patent Document 1]
Japanese Utility Model Registration No. 3033931 [Patent Document 2]
Japanese Utility Model Registration No. 3075320
[Problems to be solved by the invention]
However, sufficient strength is not obtained with only two holding rods against the strong wind in the tunnel, and the annular tube or horseshoe-shaped tube that has been in close contact with the inner wall of the tunnel is moved by the wind pressure and moves as a partition. There was a problem that would not work.
[0005]
An object of the present invention is to secure a partition function in a tunnel partition device provided with an arch-shaped balloon that is brought into close contact with the inner wall of a tunnel so as not to move even when a strong wind blows in the tunnel.
[0006]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the invention according to claim 1 forms an arch shape which is arranged at a distance from the tunnel inner wall 1 as shown in FIGS. Frame 61 having a balloon storage recess 61c that is opened to the outer circumference side, and the inner circumference side is housed in the balloon storage recess 61c, and expands from the arch-shaped frame 61 to the outer circumference side by the supply of fluid to form a tunnel. It is characterized by a tunnel partitioning device 6 including an arch-shaped balloon 62 whose outer peripheral side can be in close contact with the inner wall 1.
[0007]
According to the first aspect of the present invention, the inner peripheral side of the arch-shaped balloon, whose outer peripheral side is in close contact with the inner wall of the tunnel, is housed in the arch-shaped frame. The balloon does not move.
[0008]
The invention according to claim 2 is the tunnel partitioning device 6 according to claim 1, wherein, as shown in FIGS. 1 and 4, for example, the arch-shaped frame 61 is provided with a slide center 3 for tunnel lining. Is fixed to the main body 3a.
[0009]
According to the second aspect of the present invention, since the arched frame is fixed to the slide center body, the partition device moves together with the slide center.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 to 4, reference numeral 1 denotes an inner wall of a tunnel, 2 denotes cast concrete (secondary lining), 3 denotes a slide center, 4 denotes a rail, 5 denotes an air duct, 6 denotes a tunnel partitioning device, 61 denotes an arch-shaped frame, 62 is an arched balloon, 63 is a blower, and 64 is a sheet.
[0011]
In the tunnel, as shown in the figure, a rail 4 is laid, and an air duct 5 extending to the face is installed.
The slide center 3 has a slide form 3c corresponding to the secondary lining of the tunnel inner wall 1 in the main body 3a, and the main body 3a moves on the rail 4 by the wheels 3b. 3d is a staircase.
A tunnel partitioning device 6 is provided on the wife side of the main body 3a of the slide center 3, respectively.
[0012]
The tunnel partitioning device 6 includes an arch-shaped frame 61 fixed to the wife side of the main body 3a of the slide center 3, an arch-shaped balloon 62 housed in a balloon housing recess 61c of the arch-shaped frame 61, a blower 63, It is composed of a sheet 64. The blower 63 is for supplying air into the arched balloon 62. As shown in FIG. 3, the sheet 64 is for covering the inside surrounded by the arched frame 61, and is specifically formed by joining a large number of sheets.
[0013]
As shown in FIG. 1, the arch-shaped frame 61 has an arch shape that is arranged at a predetermined distance (for example, about 300 to 500 mm) away from the inner wall 1 of the tunnel, and has an outer periphery along the arch shape. It has a balloon storage recess 61c that opens to the side. That is, as shown in an enlarged manner in FIG. 2, the arched frame 61 is formed of a steel material in which an arched web 61b is continuous on the inner peripheral side of two parallel arched flanges 61a. A balloon accommodating recess 61c is formed so as to be surrounded by the arch-shaped flange 61a and the arch-shaped web 61b.
[0014]
The inner peripheral side of the arched balloon 62 is appropriately fixed and accommodated over the entire length of the balloon accommodating recess 61c of the arched frame 61 described above. This arch-shaped balloon is formed of an elastic tube such as a rubber tube and a waterproof cloth tube which can be expanded and contracted. The arched balloon 62 is supplied with air from a blower 63.
[0015]
Next, the operation of the tunnel partitioning device 6 having the above configuration will be described.
Prior to the secondary lining, a predetermined concrete casting space is formed between the inside of the tunnel and the tunnel inner wall 1 by the slide form 3c of the slide center 3, as shown in FIG.
[0016]
Further, in the tunnel partition device 6 provided on the wife side of the main body 3a of the slide center 3, air is blown into the arched balloon 62 by driving the blower 63. Thereby, the arch balloon 62 in the arch frame 61 starts to expand, and as shown in FIG. 2, the arch balloon 62 expands from the arch frame 61 to the outer peripheral side.
As shown in FIGS. 3 and 4, on the cutting face side, the outer peripheral side of the arch-shaped balloon 62 is in direct contact with the tunnel inner wall 1, and on the opposite wellhead side, the arched balloon is cast on the concrete 2. The outer peripheral side of the balloon 62 is in close contact. This state is maintained by continuing the operation of the blower 63.
[0017]
Further, the inside surrounded by the arched frame 61 is covered with a sheet 64 as shown in FIG. That is, as shown in FIG. 3, the worker stretches the seat 64 along the side of the wife of the main body 3 a of the slide center 3. Specifically, a sheet 64 is provided except for the dump truck passage space S.
Thereafter, secondary lining is performed by placing concrete 2 in the space between tunnel inner wall 1 and slide form 3c.
[0018]
As described above, by storing the inner peripheral side of the arch-shaped balloon 62 whose outer peripheral side is in close contact with the tunnel inner wall 1 in the arch-shaped frame 61, the arch-shaped frame 61 is retained by the arched frame 61 even when a strong wind blows in the tunnel. The movement of the balloon 62 can be reliably prevented. Therefore, the partition function at the time of the secondary lining can be sufficiently ensured.
In other words, on both sides of the slide center 3 on the wife side, the arch-shaped balloon 62 can be quickly inflated, and the secondary lining section can be isolated from the outside air. As a result, especially in the cold season, the cast concrete 2 can be prevented from being exposed to a sudden temperature change with the outside air. Therefore, curing of the cast concrete 2 can be performed reliably.
[0019]
After a predetermined curing time has elapsed, the operation of the blower 63 is stopped, whereby the arch balloon 62 is contracted into the arch frame 61, and the seat 64 is removed to complete the partition.
Thereafter, the slide center 3 is moved, and the secondary lining of the next section is similarly performed.
[0020]
Although air is supplied to the balloon by a blower, a fluid such as gas or water may be supplied to or discharged from the balloon.
[0021]
【The invention's effect】
According to the first aspect of the present invention, the arched balloon does not move due to the holding of the arched frame against the strong wind in the tunnel, so that the partitioning function can be secured.
[0022]
According to the second aspect of the present invention, in addition to the effect obtained by the first aspect of the present invention, there is obtained an advantage that the partitioning device can be moved together with the slide center.
[Brief description of the drawings]
FIG. 1 is a schematic front view showing a configuration of an embodiment to which the present invention is applied, showing a sentence and an arched frame viewed from a wife side.
FIG. 2 is an enlarged perspective view showing a part of the arched frame and the arched balloon cut away.
FIG. 3 is a schematic front view showing a partition state from the state of FIG. 1;
FIG. 4 is a schematic side view showing the state of the arch-shaped frame and the arch-shaped balloon before and after the center broken at the center of the tunnel.
[Explanation of symbols]
1 Tunnel inner wall 2 Casting concrete (secondary lining)
Reference Signs List 3 slide centure 3a main body 3c slide form 4 rail 5 blower tube 6 tunnel partitioning device 61 arched frame 61a flange 61b web 61c balloon storage recess 62 arched balloon 63 blower 64 seat

Claims (2)

トンネル内壁に対し離間して配置されるアーチ形状をなし、そのアーチ形状に沿って外周側に開放されるバルーン収納用凹部を有するアーチ状フレームと、
アーチ状フレームのバルーン収納用凹部内に内周側が収納され、流体の供給によりアーチ状フレームから外周側に膨張してトンネル内壁に対し外周側が密着可能なアーチ状バルーンとを備えることを特徴とするトンネル間仕切り装置。
An arch-shaped frame that has an arch shape that is spaced apart from the inner wall of the tunnel and has a concave portion for balloon storage that is opened to the outer peripheral side along the arch shape,
An arch-shaped balloon whose inner peripheral side is accommodated in the balloon accommodating concave portion of the arch-shaped frame, and which is inflated to the outer peripheral side from the arch-shaped frame by the supply of fluid and is capable of closely adhering to the inner wall of the tunnel. Tunnel partition device.
前記アーチ状フレームが、トンネル覆工用のスライドセントルの本体に固定されることを特徴とする請求項1に記載のトンネル間仕切り装置。The tunnel partitioning device according to claim 1, wherein the arch-shaped frame is fixed to a main body of a slide centric for tunnel lining.
JP2003084402A 2003-03-26 2003-03-26 Tunnel partition device Expired - Fee Related JP4037301B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003084402A JP4037301B2 (en) 2003-03-26 2003-03-26 Tunnel partition device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003084402A JP4037301B2 (en) 2003-03-26 2003-03-26 Tunnel partition device

Publications (2)

Publication Number Publication Date
JP2004293075A true JP2004293075A (en) 2004-10-21
JP4037301B2 JP4037301B2 (en) 2008-01-23

Family

ID=33399579

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003084402A Expired - Fee Related JP4037301B2 (en) 2003-03-26 2003-03-26 Tunnel partition device

Country Status (1)

Country Link
JP (1) JP4037301B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006291690A (en) * 2005-03-17 2006-10-26 Shimizu Corp Lining concrete curing equipment
JP2008031715A (en) * 2006-07-28 2008-02-14 Ohbayashi Corp Center form
CN105201527A (en) * 2015-10-15 2015-12-30 郑州大学 Raw soil cave dwelling wooden arch rib reinforcement system and construction technology thereof
CN109209437A (en) * 2018-10-09 2019-01-15 中建市政工程有限公司 A maintenance platform truck sprays for tunnel secondary lining
KR102128021B1 (en) * 2019-11-11 2020-06-29 주식회사 우진하이텍 Smoke Exhaust Method and Device for Fire Extinguishing of Inside the Tunnel

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62284900A (en) * 1986-06-02 1987-12-10 大成建設株式会社 Explosion-proof sheet
JPH05231100A (en) * 1992-02-25 1993-09-07 Hazama Gumi Ltd Ventilating partition for tunnel
JPH05280298A (en) * 1992-03-30 1993-10-26 Hazama Gumi Ltd Ventilating partition for central form
JP3033931U (en) * 1996-07-23 1997-02-07 株式会社バンクエンジニアリング Partition for moving in tunnel
JPH10280891A (en) * 1997-03-31 1998-10-20 Konoike Constr Ltd End formwork of tunnel lining concrete
JP3075320U (en) * 2000-07-31 2001-02-16 株式会社バンクエンジニアリング Moving partitioning device in tunnel

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62284900A (en) * 1986-06-02 1987-12-10 大成建設株式会社 Explosion-proof sheet
JPH05231100A (en) * 1992-02-25 1993-09-07 Hazama Gumi Ltd Ventilating partition for tunnel
JPH05280298A (en) * 1992-03-30 1993-10-26 Hazama Gumi Ltd Ventilating partition for central form
JP3033931U (en) * 1996-07-23 1997-02-07 株式会社バンクエンジニアリング Partition for moving in tunnel
JPH10280891A (en) * 1997-03-31 1998-10-20 Konoike Constr Ltd End formwork of tunnel lining concrete
JP3075320U (en) * 2000-07-31 2001-02-16 株式会社バンクエンジニアリング Moving partitioning device in tunnel

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006291690A (en) * 2005-03-17 2006-10-26 Shimizu Corp Lining concrete curing equipment
JP4552142B2 (en) * 2005-03-17 2010-09-29 清水建設株式会社 Lining concrete curing equipment
JP2008031715A (en) * 2006-07-28 2008-02-14 Ohbayashi Corp Center form
CN105201527A (en) * 2015-10-15 2015-12-30 郑州大学 Raw soil cave dwelling wooden arch rib reinforcement system and construction technology thereof
CN109209437A (en) * 2018-10-09 2019-01-15 中建市政工程有限公司 A maintenance platform truck sprays for tunnel secondary lining
KR102128021B1 (en) * 2019-11-11 2020-06-29 주식회사 우진하이텍 Smoke Exhaust Method and Device for Fire Extinguishing of Inside the Tunnel

Also Published As

Publication number Publication date
JP4037301B2 (en) 2008-01-23

Similar Documents

Publication Publication Date Title
ES2212567T3 (en) APPARATUS AND PROCEDURE TO PREPARE A SIDE PIPE AND ITS UNION WITH THE MAIN LINE OF SEWER.
DE50004165D1 (en) INFLATABLE GAS BAG FOR AN AIR BAG
JP2005509569A5 (en)
AR044766A1 (en) CLOSURE DEVICE FOR SUSCEPTIBLE BAG TO BE CLOSED AGAIN
BR9907942B1 (en) inflatable safety air bag inflator.
BR9701419A (en) Air bag for cars
CA2338288A1 (en) Adjustable supporting device, intended for a premature infant in an incubator
US20150011147A1 (en) Inflatable ventilation life curtain
JP3811478B2 (en) Curing method for lining concrete and curing balloon
JP2004293075A (en) Tunnel partition device
ES2174362T3 (en) HEAD RETENTION SYSTEM BY SIDE AIRBAG FOR PASSENGER.
JP5850584B2 (en) Machine for automatically filling and inflating packing gas cushions, in particular air cushions, and use of the machine for filling and inflating cushions
CN111663701B (en) Light steel keel ceiling structure and construction method thereof
EP1488772A3 (en) Collapsible, protective containment device
ATE229358T1 (en) SAFETY SYSTEM FOR CONSTRUCTION
JP2002540376A5 (en)
JP6842704B2 (en) Cover and protective device
ITMI20001569A0 (en) PROCEDURE AND DEVICE FOR AIR CONDITIONING THE INTERIOR OF A MOTOR VEHICLE
DE69822538D1 (en) Pneumatic tire and vulcanizing mold for its manufacture
ES2302548T3 (en) GAS BAG WITH EXHAUST OPENING.
JP2008025151A (en) Lining concrete curing device and curing method
JP3180612U (en) Partition pad
JP6222676B1 (en) Mobile tunnel soundproof door device
JP4187253B2 (en) Curing cap construction method and curing cap
JP2005121057A (en) Balloon type duct passage opening and shutting device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050509

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070531

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070605

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070802

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20071030

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20071031

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4037301

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101109

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101109

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131109

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees