JP2004225344A - Underground structure and its construction method - Google Patents

Underground structure and its construction method Download PDF

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Publication number
JP2004225344A
JP2004225344A JP2003013474A JP2003013474A JP2004225344A JP 2004225344 A JP2004225344 A JP 2004225344A JP 2003013474 A JP2003013474 A JP 2003013474A JP 2003013474 A JP2003013474 A JP 2003013474A JP 2004225344 A JP2004225344 A JP 2004225344A
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JP
Japan
Prior art keywords
underground
underground structure
structural member
cut
wire saw
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.)
Pending
Application number
JP2003013474A
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Japanese (ja)
Inventor
Tadayoshi Ishibashi
忠良 石橋
Akiyuki Watanabe
明之 渡邊
Motoaki Kurisu
基彰 栗栖
Takeshi Arimitsu
武 有光
Yoshinori Goto
芳範 後藤
Tsuneo Komori
恒夫 小森
Satoshi Nakajima
智 中嶋
Kazumasa Asari
一正 浅利
Takeo Shibaoka
竹雄 芝岡
Hiroki Igarashi
弘記 五十嵐
Tsukasa Kuboki
司 久保木
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.)
HOKUTO Manufacturing
JEITEKKU KK
East Japan Railway Co
Tekken Corp
Hokuto KK
Original Assignee
HOKUTO Manufacturing
JEITEKKU KK
East Japan Railway Co
Tekken Corp
Hokuto 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 HOKUTO Manufacturing, JEITEKKU KK, East Japan Railway Co, Tekken Corp, Hokuto KK filed Critical HOKUTO Manufacturing
Priority to JP2003013474A priority Critical patent/JP2004225344A/en
Publication of JP2004225344A publication Critical patent/JP2004225344A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To facilitate the construction of an underground structure by eliminating obstacle removal work while allowing the construction of the structure with thin wall thickness when the scale of the structure is small. <P>SOLUTION: An underground part corresponding to the outer periphery of the underground structure to be constructed is cut with a cutting tool 4 such as a wire saw or chain saw, and earth retaining members and structural members are inserted in the cut part. The inside surrounded by the members is excavated to construct the underground structure. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は軌道下等に地中に構築される構造物とその構築法に関する。
【0002】
【従来の技術】
鉄道や道路の下を横断して非開削工法で地下構造物を構築する場合、例えば、断面矩形のコンクリート製或いは鋼製のエレメントをその内部を掘削しながら推進または牽引により地中に挿入し、複数のエレメント相互間を継手で連結して地下構造物の本体として利用することが行われている。
【0003】
【特許文献1】特開平6ー280469号公報
【0004】
【特許文献2】特開2000ー120372号公報
【0005】
【発明が解決しようとする課題】
上記特許文献1、特許文献2の工法では、人間が入れるエレメントとなるため、エレメントの大きさが大きくなり、構造物の規模に比べて壁厚が厚くなってしまう。また、構築箇所には地盤中に礫や玉石等の障害物が含まれている場合がある。このような場合、どのような施工法であっても施工の際それらを予め取り除いておけば安全で施工速度も速くすることができる。しかし、従来では、これら玉石等の撤去作業は、地盤に所定の大きさの穴を開け、人間が中に入って玉石等を取り除く撤去作業が必要となり、極めて大変で、上記特許文献1、特許文献2においてもその対策については考慮されていない。
【0006】
【課題を解決するための手段】
本発明は上記課題を解決しようとするもので、構造物規模が小さい時に壁厚が薄い構造物の構築が可能になり、障害物の撤去作業を無くし、地中構造物の構築を容易に行えるようにしようとするものである。
本発明は、地中に構築される構造物において、ワイヤーソーまたはチェーンソー等の可撓性切削具で切断した構造物外周に相当する地中箇所に挿入した土留部材及び構造部材で構築されたことを特徴とする。
また、本発明の構造物は、構造部材または構造部材と挿入床版とで構造物の形状を形成したことを特徴とする。
また、本発明の構造物は、構造部材がコンクリートパネル、鋼材、木材、樹脂性パネル等であることを特徴とする。
また、本発明の構造物は、構造物の形状が、断面矩形、断面多角形、断面半円形状、断面曲線状であることを特徴とする。
また、本発明は、地中構造物を構築する方法において、構築する地中構造物の外周に相当する地中箇所をワイヤーソーまたはチェーンソー等の可撓性切削具で切断し、切断箇所に土留部材及び構造部材を挿入し、前記部材で囲む内部を掘削して地中構造物を構築することを特徴とする。
また、本発明の地中構造物構築方法は、構造部材または構造部材と挿入床版とで構造物の形状を形成したことを特徴とする。
また、本発明の地中構造物構築方法は、構造部材がコンクリートパネル、鋼材、木材、樹脂性パネル等であることを特徴とする。
また、本発明の地中構造物構築方法は、構造物の形状が、断面矩形、断面多角形、断面半円形状、断面曲線状であることを特徴とする。
【0007】
【発明の実施の形態】
以下、本発明の実施の形態を図面を参照しつつ説明する。
図1は本実施形態の地中構造物構築法を説明する概念図、図2は地中構造物構築法を説明する断面図、図3は構築箇所を鋼板および支保工で囲んだ状態を示す図である。
【0008】
図1に示すように、軌道1の直下に地中構造物2を構築する場合、その周囲を地盤の切断箇所3としてワイヤーソー(或いはチェーンソー等の可撓性切削具)4により切断し、そこに玉石等の障害物が含まれている場合、その障害物も含めて切断する。ワイヤーソー4は、例えば地盤の切断箇所として将来の地中構造物となる上面あるいは側面あるいはその全周を切断するため、断面矩形の場合構造物の4隅、断面多角形の構造物の場合は各頂点、断面曲線状の構造物の場合は曲線を近似する各直線の交点(頂点)に細い穴を開け、そこにワイヤーソーを通して滑車等(図示省略)で張り、モータ駆動等により高速に回転しながら手前側へ引っ張り込むことにより、ワイヤーソーで形成される面を平面状に切断する。なお、チェーンソーの場合は前方へ押し進みながら切断する。
【0009】
図2に示すように、ワイヤーソー4を回転させながら矢印で示す進行方向に引っ張って推進すると同時にワイヤーソー4で切断した箇所に反対側から部材5を挿入する。挿入する部材としては、掘削時に土が崩落するのを防止する土留めプレート(例えば、シートや鉄板等)、構造物を構築するためのコンクリートパネル、鋼材、木材、樹脂製パネル等の構造部材で、ワイヤーソーを引っ張り込む動力などを利用して部材を引き込んで挿入する。こうして挿入した部材で囲まれた部分を掘削することにより構造体を構築する。この場合、構造体の底面に相当する箇所にはプレキャストコンクリート床版を挿入し、構造部材と挿入床版とで構造物の形状を形成してもよい。
【0010】
図3は切断箇所に挿入する構造部材として鋼板を用いた断面図である。
地中構造物の構築周囲上面および側面あるいは全周を鋼板8で囲んだ状態で内部を掘削する。もちろん、鋼板の外側に土留め用のシートを設けてもよい。また、掘削時には必要に応じて支保工6を設けて沈下を防止する。使用する鋼板は平板あるいは継ぎ手のある直線鋼矢板でも良く、また剛性を上げるため、T型、π型あるいは□型等でも良い。こうして、地中構造物構築箇所7を掘削した後、配筋し、あるいは支保工の鋼材を巻き込んで、コンクリートを打設し、地中構造物を構築する。
【0011】
なお、地中構造物の構築周囲に挿入する構造部材間の結合は、例えば、図4に示すように構造部材の端部に沿って継手10を形成し、これらの継手を相互に連結するようにしてもよく、また、図5に示すように、構造部材端部をボルト11で相互に固定してもよい。また、機械継手、ボルト締めに限らず、溶接、接着、圧着、場所打ち鉄筋コンクリート継手等で構造部材間の連結を行ってもよい。なお、矩形断面が大きい場合には、ワイヤーソーでの切断を各面について複数に分割して行い、構造部材も複数に分割して挿入し、相互に継手で連結するようにしてもよい。
【0012】
図6は半円形状断面の構造物を構築する場合の説明図である。
半円形状断面を折れ線近似した各面をワイヤーソーやチェーンソー等の可撓性切削具で切断し、各面に土留め部材や構造部材からなる部材5を挿入し、底面に相当する箇所に床版12を挿入して構造物の形状を構築し、支保工を設けて(図示せず)、内部を掘削して地中構造物を構築する。
【0013】
【発明の効果】
以上のように、本発明によれば地中構造物構築箇所の上面あるいは上側面あるいは全周を予めワイヤーソーやチェーンソー等の可撓性切削具で切断し、切断箇所に土留め部材や構造部材を挿入して必要に応じて支保工を設けるようにしたので、構造物規模が小さい時に壁厚が薄い構造物の構築が可能になる。また、障害物の撤去作業をなくし、地中構造物の構築を容易に行うことが可能となる。
【図面の簡単な説明】
【図1】本発明の地中構造物構築法を説明する概念図である。
【図2】地中構造物構築法を説明する断面図である。
【図3】構築仮称を鋼板および支保工で囲んだ状態を示す図である。
【図4】構造部材間を機械継手で結合する例を説明する図である。
【図5】構造部材間をボルト締めする例を説明する図である。
【図6】半円形状断面の構造物を構築する場合の説明図である。
【符号の説明】
1…軌道、2…地中構造物、3…切断箇所、4…ワイヤーソー等、5…挿入部材、6…支保工、7…掘削箇所、8…鋼板、10…継手、11…ボルト、12…床版。
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a structure constructed under the track or the like and underground, and a method of constructing the structure.
[0002]
[Prior art]
In the case of constructing an underground structure by a non-digging method under a railway or road, for example, a concrete or steel element having a rectangular cross section is inserted into the ground by propulsion or traction while excavating the inside, 2. Description of the Related Art A plurality of elements are connected to each other with joints and used as a main body of an underground structure.
[0003]
[Patent Document 1] Japanese Patent Application Laid-Open No. Hei 6-280469
[Patent Document 2] Japanese Patent Application Laid-Open No. 2000-120372
[Problems to be solved by the invention]
In the construction methods of Patent Documents 1 and 2, since the elements are elements that can be inserted by humans, the size of the elements is large, and the wall thickness is large compared to the scale of the structure. In addition, the construction site may include obstacles such as gravel and boulders in the ground. In such a case, no matter what construction method is used, if they are removed in advance during the construction, the construction can be performed safely and the construction speed can be increased. However, conventionally, the removal work of these cobblestones and the like requires a hole of a predetermined size in the ground, and the removal operation of removing the cobblestones by a person entering inside is extremely difficult. Reference 2 does not consider such measures.
[0006]
[Means for Solving the Problems]
The present invention is intended to solve the above-described problems, and it is possible to construct a structure with a small wall thickness when the structure scale is small, eliminate the work of removing obstacles, and easily construct an underground structure. Is what you try to do.
The present invention relates to a structure constructed underground, comprising a retaining member and a structural member inserted into an underground portion corresponding to an outer periphery of the structure cut by a flexible cutting tool such as a wire saw or a chain saw. It is characterized by.
Further, the structure of the present invention is characterized in that the structure of the structure is formed by the structural member or the structural member and the insert slab.
Further, the structure of the present invention is characterized in that the structural member is a concrete panel, a steel material, a wood, a resinous panel, or the like.
Further, the structure of the present invention is characterized in that the shape of the structure is rectangular in cross section, polygon in cross section, semicircular in cross section, or curved in cross section.
Further, the present invention provides a method of constructing an underground structure, wherein the underground portion corresponding to the outer periphery of the underground structure to be constructed is cut with a flexible cutting tool such as a wire saw or a chain saw, and the ground is fixed at the cut portion. A member and a structural member are inserted, and an underground structure is constructed by excavating an inside surrounded by the member.
Further, the underground structure construction method of the present invention is characterized in that the structure of the structure is formed by the structural member or the structural member and the insert floor slab.
The underground structure construction method of the present invention is characterized in that the structural member is a concrete panel, a steel material, a wood, a resinous panel, or the like.
The underground structure construction method according to the present invention is characterized in that the shape of the structure is a rectangular cross section, a polygonal cross section, a semicircular cross section, or a curved cross section.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a conceptual diagram illustrating the underground structure construction method of the present embodiment, FIG. 2 is a cross-sectional view illustrating the underground structure construction method, and FIG. 3 shows a state where the construction site is surrounded by steel plates and supports. FIG.
[0008]
As shown in FIG. 1, when constructing an underground structure 2 directly below a track 1, the periphery thereof is cut with a wire saw (or a flexible cutting tool such as a chain saw) 4 as a cutting point 3 of the ground, and If an obstacle such as a boulder is included in the slab, the cutting is performed including the obstacle. For example, the wire saw 4 cuts the upper surface or the side surface or the entire circumference of a future underground structure as a ground cutting point. In the case of a structure with a curved section at each vertex, a thin hole is made at the intersection (vertex) of each straight line approximating the curve, and a wire saw is used to stretch it through a pulley (not shown), and it is rotated at high speed by motor drive The surface formed by the wire saw is cut into a flat shape by pulling the wire saw toward the front side. In the case of a chainsaw, cutting is performed while pushing forward.
[0009]
As shown in FIG. 2, while the wire saw 4 is being rotated, the wire saw 4 is pulled and propelled in the traveling direction indicated by an arrow, and at the same time, the member 5 is inserted from the opposite side into the portion cut by the wire saw 4. The members to be inserted include structural members such as earth retaining plates (for example, sheets and iron plates) for preventing soil from collapsing during excavation, concrete panels for constructing structures, steel materials, wood, and resin panels. The member is pulled in and inserted using the power of pulling the wire saw. The structure is constructed by excavating the portion surrounded by the inserted members. In this case, a precast concrete slab may be inserted into a portion corresponding to the bottom surface of the structure, and the shape of the structure may be formed by the structural member and the inserted slab.
[0010]
FIG. 3 is a cross-sectional view using a steel plate as a structural member to be inserted into a cut portion.
The inside of the underground structure is excavated in a state in which the upper surface and side surfaces or the entire periphery are surrounded by the steel plate 8. Of course, an earth retaining sheet may be provided outside the steel plate. When excavating, a support 6 is provided as necessary to prevent settlement. The steel plate to be used may be a flat plate or a straight steel sheet pile having a joint, and may be a T-type, a π-type, or a □ -type for increasing rigidity. In this way, after excavating the underground structure construction site 7, the underground structure is constructed by arranging the reinforcement or rolling in the steel material of the shoring and placing concrete.
[0011]
The connection between the structural members inserted around the construction of the underground structure may be such that, for example, as shown in FIG. 4, joints 10 are formed along the ends of the structural members and these joints are interconnected. Alternatively, as shown in FIG. 5, the ends of the structural members may be fixed to each other with bolts 11. Further, the connection between the structural members may be performed by welding, bonding, crimping, cast-in-place reinforced concrete joints or the like, without being limited to mechanical joints and bolting. In the case where the rectangular cross section is large, cutting with a wire saw may be performed by dividing the surface into a plurality of parts, the structural members may be divided into a plurality of parts, inserted, and connected to each other by joints.
[0012]
FIG. 6 is an explanatory diagram in the case of constructing a structure having a semicircular cross section.
Each surface obtained by approximating the semicircular cross section with a polygonal line is cut with a flexible cutting tool such as a wire saw or a chain saw, and a member 5 composed of a retaining member or a structural member is inserted into each surface, and a floor corresponding to the bottom surface is placed. The plate 12 is inserted to build the shape of the structure, a support is provided (not shown), and the inside is excavated to build an underground structure.
[0013]
【The invention's effect】
As described above, according to the present invention, the upper surface, the upper surface, or the entire periphery of the underground structure construction site is cut in advance with a flexible cutting tool such as a wire saw or a chain saw, and a soil retaining member or a structural member is cut at the cut site. Is inserted and a support is provided as necessary, so that a structure having a small wall thickness can be constructed when the structure scale is small. In addition, it is possible to eliminate the obstacle removing operation and easily construct the underground structure.
[Brief description of the drawings]
FIG. 1 is a conceptual diagram illustrating an underground structure construction method of the present invention.
FIG. 2 is a cross-sectional view illustrating a method of constructing an underground structure.
FIG. 3 is a diagram showing a state in which a provisional construction name is surrounded by steel plates and supports.
FIG. 4 is a diagram illustrating an example in which structural members are joined by a mechanical joint.
FIG. 5 is a diagram illustrating an example of bolting between structural members.
FIG. 6 is an explanatory diagram in the case of constructing a structure having a semicircular cross section.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Track, 2 ... Underground structure, 3 ... Cutting point, 4 ... Wire saw, etc. 5 ... Insertion member, 6 ... Shoring, 7 ... Excavation point, 8 ... Steel plate, 10 ... Joint, 11 ... Bolt, 12 … Floor slab.

Claims (8)

地中に構築される構造物において、ワイヤーソーまたはチェーンソー等の可撓性切削具で切断した構造物外周に相当する地中箇所に挿入した土留部材及び構造部材で構築されたことを特徴とする地中構造物。In a structure constructed underground, it is constructed by a retaining member and a structural member inserted into an underground portion corresponding to an outer periphery of the structure cut by a flexible cutting tool such as a wire saw or a chain saw. Underground structure. 前記構造部材または構造部材と挿入床版とで構造物の形状を形成したことを特徴とする請求項1記載の地中構造物。The underground structure according to claim 1, wherein the shape of the structure is formed by the structural member or the structural member and the insertion floor slab. 前記構造部材はコンクリートパネル、鋼材、木材、樹脂性パネル等であることを特徴とする請求項1または2記載の地中構造物。The underground structure according to claim 1, wherein the structural member is a concrete panel, a steel material, a wood, a resinous panel, or the like. 前記構造物の形状は、断面矩形、断面多角形、断面半円形状、断面曲線状であることを特徴とする請求項1または2記載の地中構造物。The underground structure according to claim 1, wherein the shape of the structure is rectangular, polygonal, semicircular, or curved. 地中構造物を構築する方法において、構築する地中構造物の外周に相当する地中箇所をワイヤーソーまたはチェーンソー等の可撓性切削具で切断し、切断箇所に土留部材及び構造部材を挿入し、前記部材で囲む内部を掘削して地中構造物を構築することを特徴とする地中構造物の構築法。In a method of constructing an underground structure, an underground portion corresponding to the outer periphery of the underground structure to be constructed is cut with a flexible cutting tool such as a wire saw or a chain saw, and a retaining member and a structural member are inserted into the cut portion. And constructing an underground structure by excavating the interior surrounded by the member. 前記構造部材または構造部材と挿入床版とで構造物の形状を形成したことを特徴とする請求項5記載の地中構造物の構築法。6. The method of constructing an underground structure according to claim 5, wherein the shape of the structure is formed by the structural member or the structural member and the insert slab. 前記構造部材はコンクリートパネル、鋼材、木材、樹脂性パネル等であることを特徴とする請求項5または6記載の地中構造物。The underground structure according to claim 5, wherein the structural member is a concrete panel, a steel material, wood, a resinous panel, or the like. 前記構造物の形状は、断面矩形、断面多角形、断面半円形状、断面曲線状であることを特徴とする請求項5または6記載の地中構造物。The underground structure according to claim 5, wherein the shape of the structure is rectangular, polygonal, semicircular, or curved.
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299694A (en) * 2005-04-22 2006-11-02 East Japan Railway Co Element method using protective steel plates
JP2007332724A (en) * 2006-06-19 2007-12-27 East Japan Railway Co Method of constructing impervious wall, and method of preventing liquefaction
JP2008038523A (en) * 2006-08-09 2008-02-21 East Japan Railway Co Underground-structure insertion method using two-ply plate
JP2009235831A (en) * 2008-03-28 2009-10-15 Fujita Corp Configuration of underground structure and construction method thereof
JP2011052401A (en) * 2009-08-31 2011-03-17 Ohbayashi Corp Rectangular shield machine and excavation method using the same
JP2012107504A (en) * 2012-02-27 2012-06-07 Fujita Corp Structure of underground structure
JP2015196990A (en) * 2014-04-01 2015-11-09 鹿島建設株式会社 Ground digging method
CN106703825A (en) * 2017-01-22 2017-05-24 梁洪鑫 Partitional tunnel excavating device and tunnel excavating method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299694A (en) * 2005-04-22 2006-11-02 East Japan Railway Co Element method using protective steel plates
JP2007332724A (en) * 2006-06-19 2007-12-27 East Japan Railway Co Method of constructing impervious wall, and method of preventing liquefaction
JP2008038523A (en) * 2006-08-09 2008-02-21 East Japan Railway Co Underground-structure insertion method using two-ply plate
JP2009235831A (en) * 2008-03-28 2009-10-15 Fujita Corp Configuration of underground structure and construction method thereof
JP2011052401A (en) * 2009-08-31 2011-03-17 Ohbayashi Corp Rectangular shield machine and excavation method using the same
JP2012107504A (en) * 2012-02-27 2012-06-07 Fujita Corp Structure of underground structure
JP2015196990A (en) * 2014-04-01 2015-11-09 鹿島建設株式会社 Ground digging method
CN106703825A (en) * 2017-01-22 2017-05-24 梁洪鑫 Partitional tunnel excavating device and tunnel excavating method

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