JP2007332589A - Moving method for excavator on mold - Google Patents

Moving method for excavator on mold Download PDF

Info

Publication number
JP2007332589A
JP2007332589A JP2006163326A JP2006163326A JP2007332589A JP 2007332589 A JP2007332589 A JP 2007332589A JP 2006163326 A JP2006163326 A JP 2006163326A JP 2006163326 A JP2006163326 A JP 2006163326A JP 2007332589 A JP2007332589 A JP 2007332589A
Authority
JP
Japan
Prior art keywords
frame
excavator
pipe
grid
slope
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
JP2006163326A
Other languages
Japanese (ja)
Other versions
JP4886376B2 (en
Inventor
Kazunobu Tanigaki
和伸 谷垣
Maho Miyahara
万穂 宮原
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.)
TANIGAKI KENKO KK
Koken Boring Machine Co Ltd
Original Assignee
TANIGAKI KENKO KK
Koken Boring Machine 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 TANIGAKI KENKO KK, Koken Boring Machine Co Ltd filed Critical TANIGAKI KENKO KK
Priority to JP2006163326A priority Critical patent/JP4886376B2/en
Publication of JP2007332589A publication Critical patent/JP2007332589A/en
Application granted granted Critical
Publication of JP4886376B2 publication Critical patent/JP4886376B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Earth Drilling (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a moving method for an excavator on a mold, smoothly moving the excavator even in the case of a rugged slope, simplifying equipment to be used, and easily installable and removable. <P>SOLUTION: A grid-like pipe 3 is laid on the face of the slope mold 1, the excavator 11 is placed on a sledge-like frame 5, and the sledge-like frame 5 is vertically slid on the grid-like pipe by the drive of a winch, thereby moving the excavator 11 to a required drilling position. At the time of constructing the slope mold, the grid-like pipe 3 is fixed to the slope mold 1 by a fixing rope 4 previously fitted to the frame part near the point of intersection. In order to obtain the reaction force in drilling of the excavator 11, the sledge-like frame 5 is fixed to the slope mold 1 by the fixing rope 4. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

この発明は、法枠上での掘削機の移動方法に関し、さらに詳細には、法枠交点部の地山にアンカーやロックボルトを打設するための削孔を設けるために掘削機を移動する技術に関する。   The present invention relates to a method for moving an excavator on a frame, and more specifically, moves the excavator to provide a drilling hole for placing an anchor or a lock bolt in a natural ground at the frame frame intersection. Regarding technology.

法面の崩壊防止や表層保護さらには法面緑化を図るための工法として、現場打ちコンクリートや、吹き付けモルタルあるいは吹き付けコンクリートによって法面に格子状枠を構築する法枠工法が知られている。このような法枠工法において、さらに法面の安定を図り、斜面のすべり等を防止する対策として、アンカー工やロックボルト工を併用することが行われている。   As a construction method for preventing slope collapse, surface layer protection, and slope greening, there is known a frame construction method in which a grid frame is constructed on the slope using cast-in-place concrete, sprayed mortar or sprayed concrete. In such a method frame construction method, as a measure for further stabilizing the slope and preventing a slope from slipping, an anchor method or a rock bolt method is used in combination.

このアンカー工やロックボルト工を実施するために、法枠交点部の地山に掘削機による削孔が施される。削孔は斜面上での作業であるため、従来、斜面に足場を組んで、その上に掘削機を設置するという手法が採られている。しかし、このような足場を組む方法は、その組み立て、解体等に時間と労力とを要することから、掘削機を法枠上で削孔位置まで移動させる方法も提案されている(特許文献1参照)。   In order to carry out this anchor work or rock bolt work, a drilling machine is drilled in the natural ground at the legal frame intersection. Since drilling is an operation on a slope, conventionally, a method has been adopted in which a scaffold is built on the slope and an excavator is installed on the scaffold. However, since the method of assembling such a scaffold requires time and labor for its assembly, disassembly, etc., a method of moving the excavator to the drilling position on the frame is also proposed (see Patent Document 1). ).

この移動方法は、具体的には、法枠を利用してガイドレールを設置し、このガイドレールをガイドとして掘削機を上下動させる方法である。しかし、盛土や切土法面の場合は、法面が平坦面となることから法枠上面もほぼ同一平坦面となるが、自然法面の場合は法面に凹凸があり法枠上面がほぼ同一平坦面とはならない。このため、掘削機をガイドレールに沿って走行させると、ガイドレールにたわみ変形が生じることがあり、このような変形が生じると掘削機の移動が困難になる場合がある。
特開2001−33680号公報
Specifically, this moving method is a method in which a guide rail is installed using a frame and the excavator is moved up and down using the guide rail as a guide. However, in the case of embankment and cut slope, the slope is flat, so the top of the slope is almost the same, but in the case of natural slope, the slope is uneven and the top of the slope is almost the same. It will not be the same flat surface. For this reason, when the excavator is caused to travel along the guide rail, the guide rail may be flexibly deformed. If such a deformation occurs, it may be difficult to move the excavator.
Japanese Patent Laid-Open No. 2001-33680

この発明は上記のような技術的背景に基づいてなされたものであって、次の目的を達成するものである。
この発明の目的は、凹凸がある法面であっても掘削機を円滑に移動させることができ、しかも使用する設備も簡便なものであって設置・撤去を容易に行うことができる法枠上での掘削機の移動方法を提供することにある。
The present invention has been made based on the technical background as described above, and achieves the following object.
The object of the present invention is to make it possible to smoothly move the excavator even on a slope with irregularities, and to use a simple facility, which can be easily installed and removed. It is to provide a method of moving an excavator in the country.

この発明は上記課題を達成するために、次のような手段を採用している。
すなわち、この発明は、法枠の面上に格子状パイプを敷設するとともに、ソリ状フレームに掘削機を搭載して、ウィンチの駆動により該ソリ状フレームを前記格子状パイプ上で上下方向に滑らせることにより、掘削機を所要の削孔位置に移動させることを特徴とする法枠上での掘削機の移動方法にある。
The present invention employs the following means in order to achieve the above object.
That is, according to the present invention, a grid-like pipe is laid on the surface of the frame, and an excavator is mounted on the warp-like frame, and the warp-like frame is slid vertically on the grid-like pipe by driving a winch. The excavator is moved to a required drilling position by moving the excavator on the normal frame.

より具体的には、法枠施工時に法枠交点部近傍の枠部分に予め取り付けた固定用ロープにより、前記格子状パイプを前記法枠に固定する。また、前記掘削機による削孔時の反力を得るために、前記固定用ロープを利用して前記ソリ状フレームを前記法枠に固定する。   More specifically, the grid-like pipe is fixed to the legal frame by a fixing rope attached in advance to a frame portion in the vicinity of the legal frame intersection at the time of construction of the legal frame. Further, in order to obtain a reaction force at the time of drilling by the excavator, the sled frame is fixed to the normal frame using the fixing rope.

この発明によれば、法枠の上面に格子状パイプを敷設し、この格子状パイプ上で掘削機を搭載したソリ状フレームを滑らすことにより、掘削機を移動するので、従来のレール方式とは異なり拘束のない自由度の高い移動方法を実現することができる。したがって、仮に法面に凹凸があって法枠の上面が同一平坦面とならず、その結果格子状パイプにたわみ変形が生じても、移動に支障をきたすことがなく、円滑に掘削機を移動させることができる。また、使用する主たる設備は格子状パイプであることから、簡便なものであって設置・撤去を容易に行うことができる。   According to the present invention, a grid-like pipe is laid on the upper surface of the frame, and the excavator is moved by sliding the sled frame on which the excavator is mounted on the grid-like pipe. It is possible to realize a moving method with a high degree of freedom without different constraints. Therefore, even if the slope is uneven and the upper surface of the frame is not the same flat surface, even if the lattice pipe is bent and deformed, there will be no hindrance to movement and the excavator will move smoothly. Can be made. Moreover, since the main equipment to be used is a grid-like pipe, it is simple and can be easily installed and removed.

この発明の実施形態を図面を参照しながら以下に説明する。図1,2はこの発明の実施形態を示し、それぞれ平面図及び断面図である。法枠1は、多数の縦枠1aと横枠1bとで構成される格子状のものであり、斜面に型枠を配置してモルタル又はコンクリートを吹き付け(吹き付け工法)、あるいはコンクリートを打設して(現場打ち工法)構築される。法枠施工の際には、縦枠1aと横枠1bとの各交点部にボイド等を用いて孔2が形成される。   Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show an embodiment of the present invention, and are a plan view and a cross-sectional view, respectively. The frame 1 is a lattice-shaped frame composed of a number of vertical frames 1a and horizontal frames 1b, and a mold is placed on the slope and mortar or concrete is sprayed (spraying method) or concrete is cast. (On-site construction method). During the construction of the frame, the holes 2 are formed using voids or the like at the intersections of the vertical frame 1a and the horizontal frame 1b.

この法枠1上で掘削機11を上下方向に移動させ、法枠交点部の孔2を介してドリルロッドを挿入し、地山にアンカー孔やロックボルト孔を削孔する。この発明によれば、掘削機11を法枠1上で移動させるために、法枠1の面上に格子状パイプ3を敷設する。格子状パイプ3は、単管パイプからなる多数の縦パイプ3aと横パイプ3bとを格子状に固定して作られる。格子状パイプ3の大きさは、法枠全体を覆う大きさのものである必要はなく、適宜数の縦枠1aの列を覆う程度の大きさであればよい。掘削機11の上下移動を繰り返して、格子状パイプ3で覆われた部分の各法枠交点部の削孔を終えたら、格子状パイプ3を横方向に移動すればよいからである。   The excavator 11 is moved in the vertical direction on the normal frame 1 and a drill rod is inserted through the hole 2 at the normal frame intersection, and an anchor hole and a lock bolt hole are drilled in the natural ground. According to this invention, in order to move the excavator 11 on the frame 1, the lattice pipe 3 is laid on the surface of the frame 1. The grid-like pipe 3 is made by fixing a number of vertical pipes 3a and horizontal pipes 3b made of a single pipe in a grid pattern. The size of the grid-like pipe 3 does not have to be a size that covers the entire frame, and may be a size that covers an appropriate number of columns of the vertical frames 1a. This is because the vertical movement of the excavator 11 is repeated to complete the drilling of each normal frame intersection of the portion covered with the grid-shaped pipe 3, and the grid-shaped pipe 3 may be moved in the lateral direction.

図3に示すように、法枠交点部近傍の縦枠1aには、法枠1の施工の際に固定用ロープ4が予め取り付けられている。図示の例では、固定用ロープ4は縦枠1aを貫通して埋め込まれているが、縦枠1aの下に敷き置くようにしてもよい。格子状パイプ3は、この固定用ロープ4を用いて法枠1に固定する。   As shown in FIG. 3, a fixing rope 4 is attached in advance to the vertical frame 1 a in the vicinity of the normal frame intersection at the time of construction of the normal frame 1. In the illustrated example, the fixing rope 4 is embedded through the vertical frame 1a, but may be laid under the vertical frame 1a. The grid-like pipe 3 is fixed to the frame 1 using the fixing rope 4.

掘削機11は、図4に示すようなソリ状フレーム5に搭載し、このソリ状フレーム5を格子状パイプ3上で滑らすことにより、移動させる。ソリ状フレーム5は種々の形態を採りうるが、この実施形態では、1対のソリ足6と、これらソリ足6間を連結する連結バー7とからなる。掘削機11は連結バー7の上に載せられ、固定される。   The excavator 11 is mounted on a warp-like frame 5 as shown in FIG. 4 and moved by sliding the warp-like frame 5 on the grid-like pipe 3. The sled frame 5 can take various forms. In this embodiment, the sled frame 5 includes a pair of sled legs 6 and a connecting bar 7 that connects the sled legs 6. The excavator 11 is placed on the connecting bar 7 and fixed.

掘削機11を移動するための駆動手段として、図1に斜面下部に設置されたウィンチ8が示されている。ウィンチ8から斜面上部に向けて繰り出されたロープ9は、斜面上部に設置されたアンカー等の支持体10を介して反転して斜面下部に向けて延び、掘削機11に固定される。ロープ9は、掘削機11ではなく、ソリ状フレーム5に固定するようにしてもよい。また、ウィンチ8は、斜面下部ではなく、斜面上部、あるいはソリ状フレーム5に搭載するようにしてもよい。   As a driving means for moving the excavator 11, a winch 8 installed in the lower part of the slope is shown in FIG. The rope 9 drawn out from the winch 8 toward the upper part of the slope is inverted via a support 10 such as an anchor installed at the upper part of the slope and extends toward the lower part of the slope, and is fixed to the excavator 11. The rope 9 may be fixed to the sled frame 5 instead of the excavator 11. Further, the winch 8 may be mounted not on the lower part of the slope but on the upper part of the slope or the sled frame 5.

掘削機11は、1つの縦枠1aごとに上下に移動させる。具体的には、ドリルヘッド11aの軸線が、縦枠1aの交点部(孔2)を結ぶ線上にあるように移動させる。削孔は、掘削機11の上昇に伴って行ってもよいし、下降に伴って行うようにしてもよい。掘削機11が削孔すべき孔2の位置に移動したら、掘削反力をとるために、掘削機11を法枠1に固定する。この掘削機11の固定のために、掘削機11近くの固定用ロープ4を一時的に取り外し、この固定用ロープ4を用いてソリ状フレーム5を法枠1に固定する。そして、ドリルヘッド11aに装着したドリルロッド(図示せず)を孔2に通し、地山を削孔する。なお、固定用ロープ4は、施工後は、切断撤去する。   The excavator 11 is moved up and down for each vertical frame 1a. Specifically, the drill head 11a is moved so that the axis of the drill head 11a is on a line connecting the intersection (hole 2) of the vertical frame 1a. Drilling may be performed as the excavator 11 is raised, or may be performed as the excavator 11 is lowered. When the excavator 11 moves to the position of the hole 2 to be drilled, the excavator 11 is fixed to the frame 1 in order to take the excavation reaction force. In order to fix the excavator 11, the fixing rope 4 near the excavator 11 is temporarily removed, and the warped frame 5 is fixed to the frame 1 using the fixing rope 4. Then, a drill rod (not shown) attached to the drill head 11a is passed through the hole 2 to drill a natural ground. The fixing rope 4 is cut and removed after construction.

以上のようにして、1つの法枠交点部での削孔を終えたら、その交点部の上方又は下方の交点部に掘削機11を移動させ、地山を削孔する。そして、1つの縦枠1aについての交点部の削孔を全て終えたら、隣接する縦枠1aにソリ状フレーム5とともに掘削機11を横方向に移動させ、その縦枠1aについての交点部の削孔を行う。なお、この掘削機11の横方向への移動は、クレーン等を用いて行う。   As described above, when the drilling at one leg frame intersection is completed, the excavator 11 is moved to the intersection above or below the intersection to drill a natural ground. Then, when all the drilling of the intersection part for one vertical frame 1a is completed, the excavator 11 is moved in the horizontal direction together with the sled frame 5 to the adjacent vertical frame 1a, and the cutting of the intersection part for the vertical frame 1a is performed. Make a hole. The excavator 11 is moved in the lateral direction using a crane or the like.

上記のように、この発明による掘削機の移動方法は、法枠1の上面に格子状パイプ3を敷設し、この格子状パイプ上で掘削機11を搭載したソリ状フレーム5を滑らすことにより、掘削機11を移動する方法であり、従来のレール方式のような拘束のない自由度の高い移動方法である。したがって、仮に法面に凹凸があって法枠1の上面が同一平坦面とならず、その結果格子状パイプ3にたわみ変形が生じても、移動に支障をきたすことがなく、円滑に掘削機を移動させることができる。   As described above, the excavator moving method according to the present invention is such that the grid-like pipe 3 is laid on the upper surface of the frame 1 and the sled-like frame 5 on which the excavator 11 is mounted is slid on the grid-like pipe, This is a method for moving the excavator 11, and is a movement method with a high degree of freedom without restriction as in the conventional rail system. Therefore, even if the slope is uneven and the upper surface of the frame 1 does not become the same flat surface, and as a result, even if the lattice-like pipe 3 is bent and deformed, the movement is not hindered and the excavator smoothly Can be moved.

また、法枠1に予め固定用ロープ4を取り付けておき、この固定用ロープ4を利用して格子状パイプ3を法枠1に固定し、あるいは掘削反力をとるために掘削機11を法枠1に固定するので、固定のための仮設アンカー等の設置が不要となる。   Further, a fixing rope 4 is attached to the frame 1 in advance, and the grid pipe 3 is fixed to the frame 1 by using the fixing rope 4 or the excavator 11 is used to take a digging reaction force. Since it fixes to the frame 1, installation of the temporary anchor etc. for fixing becomes unnecessary.

この発明の実施形態を示す平面図である。It is a top view which shows embodiment of this invention. 同実施形態の断面図である。It is sectional drawing of the same embodiment. 固定用ロープを示す斜視図である。It is a perspective view which shows a rope for fixing. ソリ状フレームを示す斜視図である。It is a perspective view which shows a sled frame.

符号の説明Explanation of symbols

1 法枠
1a 縦枠
1b 横枠
2 孔
3 格子状パイプ
3a 縦パイプ
3b 横パイプ
4 固定用ロープ
5 ソリ状フレーム
8 ウィンチ
9 ロープ
10 支持体
11 掘削機
11a ドリルヘッド
DESCRIPTION OF SYMBOLS 1 Leg frame 1a Vertical frame 1b Horizontal frame 2 Hole 3 Grid-like pipe 3a Vertical pipe 3b Horizontal pipe 4 Fixing rope 5 Sled-like frame 8 Winch 9 Rope 10 Support 11 Excavator 11a Drill head

Claims (3)

法枠の面上に格子状パイプを敷設するとともに、ソリ状フレームに掘削機を搭載して、ウィンチの駆動により該ソリ状フレームを前記格子状パイプ上で上下方向に滑らせることにより、掘削機を所要の削孔位置に移動させることを特徴とする法枠上での掘削機の移動方法。   An excavator is provided by laying a grid-like pipe on the surface of the frame and mounting an excavator on the sled-like frame and sliding the sled-like frame vertically on the grid-like pipe by driving a winch. A method for moving an excavator on a normal frame, characterized in that a slab is moved to a required drilling position. 法枠施工時に法枠交点部近傍の枠部分に予め取り付けた固定用ロープにより、前記格子状パイプを前記法枠に固定することを特徴とする請求項1記載の法枠上での掘削機の移動方法。   The excavator on a frame according to claim 1, wherein the grid-like pipe is fixed to the frame by means of a fixing rope attached in advance to a frame portion in the vicinity of the frame frame intersection at the time of frame building. Moving method. 前記掘削機による削孔時の反力を得るために、法枠施工時に法枠交点部近傍の枠部分に予め取り付けた固定用ロープにより前記ソリ状フレームを前記法枠に固定することを特徴とする請求項1又は2記載の法枠上での掘削機の移動方法。   In order to obtain a reaction force at the time of drilling by the excavator, the sled frame is fixed to the method frame by a fixing rope attached in advance to a frame part in the vicinity of the method frame intersection at the time of method frame construction. A method for moving an excavator on a legal frame according to claim 1 or 2.
JP2006163326A 2006-06-13 2006-06-13 How to move the excavator on the frame Active JP4886376B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006163326A JP4886376B2 (en) 2006-06-13 2006-06-13 How to move the excavator on the frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006163326A JP4886376B2 (en) 2006-06-13 2006-06-13 How to move the excavator on the frame

Publications (2)

Publication Number Publication Date
JP2007332589A true JP2007332589A (en) 2007-12-27
JP4886376B2 JP4886376B2 (en) 2012-02-29

Family

ID=38932321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006163326A Active JP4886376B2 (en) 2006-06-13 2006-06-13 How to move the excavator on the frame

Country Status (1)

Country Link
JP (1) JP4886376B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587830A (en) * 2012-03-22 2012-07-18 四川大学 Side slope anchoring hole drilling construction equipment and side slope anchoring hole drilling construction method
WO2016154722A1 (en) * 2015-04-03 2016-10-06 Highwahl Inc. Mobile drilling system
JP2017155550A (en) * 2016-03-04 2017-09-07 株式会社三共 Anchor work method of slope face and rail unit set used therefor

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60123623A (en) * 1983-12-06 1985-07-02 Raito Kogyo Kk Slope form construction device
JPS61146339A (en) * 1984-12-19 1986-07-04 Kiyoyuki Horii Method and apparatus for rotating fluidized contact reaction
JPH08184057A (en) * 1994-12-28 1996-07-16 San Beauty Kaihatsu:Kk Construction method for slope of land
JPH09287381A (en) * 1996-04-20 1997-11-04 Nisshoku Corp Slope drilling device
JPH1130089A (en) * 1997-07-11 1999-02-02 Yamamoto Lock Mach Kk Normal face boring method and device using it
JP2001033680A (en) * 1999-07-15 2001-02-09 Canon Inc Lens-barrel
JP2001241282A (en) * 2000-02-28 2001-09-04 Dairin:Kk Method and device for drilling inclined land
JP2001311381A (en) * 2000-04-28 2001-11-09 Front Engineering Kk Slope carrier device, slope boring device using it, and conveying method on slope
JP2005076404A (en) * 2003-09-03 2005-03-24 Kyodo Kensetsu Fujimuragumi:Kk Transferable platform for slope drilling device

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60123623A (en) * 1983-12-06 1985-07-02 Raito Kogyo Kk Slope form construction device
JPS61146339A (en) * 1984-12-19 1986-07-04 Kiyoyuki Horii Method and apparatus for rotating fluidized contact reaction
JPH08184057A (en) * 1994-12-28 1996-07-16 San Beauty Kaihatsu:Kk Construction method for slope of land
JPH09287381A (en) * 1996-04-20 1997-11-04 Nisshoku Corp Slope drilling device
JPH1130089A (en) * 1997-07-11 1999-02-02 Yamamoto Lock Mach Kk Normal face boring method and device using it
JP2001033680A (en) * 1999-07-15 2001-02-09 Canon Inc Lens-barrel
JP2001241282A (en) * 2000-02-28 2001-09-04 Dairin:Kk Method and device for drilling inclined land
JP2001311381A (en) * 2000-04-28 2001-11-09 Front Engineering Kk Slope carrier device, slope boring device using it, and conveying method on slope
JP2005076404A (en) * 2003-09-03 2005-03-24 Kyodo Kensetsu Fujimuragumi:Kk Transferable platform for slope drilling device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587830A (en) * 2012-03-22 2012-07-18 四川大学 Side slope anchoring hole drilling construction equipment and side slope anchoring hole drilling construction method
WO2016154722A1 (en) * 2015-04-03 2016-10-06 Highwahl Inc. Mobile drilling system
JP2017155550A (en) * 2016-03-04 2017-09-07 株式会社三共 Anchor work method of slope face and rail unit set used therefor

Also Published As

Publication number Publication date
JP4886376B2 (en) 2012-02-29

Similar Documents

Publication Publication Date Title
KR100957599B1 (en) Basement-structure construction method to use temporary earth retaining structure
KR20140055639A (en) A execution method of architecture beam
JP2001241053A (en) Method for constructing underground structure
JP6543176B2 (en) Building method
JP5229913B2 (en) Slope reinforcement method
KR102035995B1 (en) Frame support system using temporary strut for top-down method and construction method thereof
JP4886376B2 (en) How to move the excavator on the frame
JP2009235809A (en) Construction method for dismantlement and removal of underground structure having foundation pile
JP2007162266A (en) Two-step earth retaining wall and its construction method
KR100898969B1 (en) Tunnel Boring Method Using Sheet Pile and Tunnel Structure therof
JP6422084B2 (en) Underground space construction method
JP4624867B2 (en) Seismic isolation repair method for existing buildings
KR20060096706A (en) Deck suspension top-down method of sub-structure
KR101587062B1 (en) Steel composite underground earth retaining wall structure and it&#39;s construction method
JP2006299660A (en) Temporary receiving construction method and temporary receiving structure
JP2015183366A (en) Structure and construction method for banking structure
JP4228308B2 (en) Reinforcement method for existing floors and seismic isolation method for existing buildings
KR0179708B1 (en) Working method for underground structure of a building
KR100663109B1 (en) Method for Constructing an Underground Structure Using Up-down Method
JP3208100U (en) Scaffolding device for construction of underground structures
KR100650134B1 (en) Early remove support method
JP2011157719A (en) Earth retaining method
KR101106799B1 (en) Construction method of Top-down concrete slab
JP4529631B2 (en) Underground structure and construction method of underground structure
JP2005083123A (en) Earth retaining combined wall and method for constructing earth retaining combined wall

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090421

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100917

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110426

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110621

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: 20111202

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111209

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

Free format text: PAYMENT UNTIL: 20141216

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4886376

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250