Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP5960852B2 - Reaction force member for propulsion equipment - Google Patents
[go: Go Back, main page]

JP5960852B2 - Reaction force member for propulsion equipment - Google Patents

Reaction force member for propulsion equipment Download PDF

Info

Publication number
JP5960852B2
JP5960852B2 JP2015004747A JP2015004747A JP5960852B2 JP 5960852 B2 JP5960852 B2 JP 5960852B2 JP 2015004747 A JP2015004747 A JP 2015004747A JP 2015004747 A JP2015004747 A JP 2015004747A JP 5960852 B2 JP5960852 B2 JP 5960852B2
Authority
JP
Japan
Prior art keywords
reaction force
propulsion equipment
force member
propulsion
pit
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
JP2015004747A
Other languages
Japanese (ja)
Other versions
JP2015132157A (en
Inventor
クォン ジョン、チョル
クォン ジョン、チョル
ス キム、ミョン
ス キム、ミョン
Original Assignee
ナステック イーエヌシー.カンパニー リミテッド
ナステック イーエヌシー.カンパニー リミテッド
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 ナステック イーエヌシー.カンパニー リミテッド, ナステック イーエヌシー.カンパニー リミテッド filed Critical ナステック イーエヌシー.カンパニー リミテッド
Publication of JP2015132157A publication Critical patent/JP2015132157A/en
Application granted granted Critical
Publication of JP5960852B2 publication Critical patent/JP5960852B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D13/00Large underground chambers; Methods or apparatus for making them
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

本発明は、地盤に管路を施工するために穿孔された発進坑の内部に推進装備とともに、簡便且つ安全に取り付け及び取り外しできるようにした推進装備用の反力部材に関する。 The present invention relates to a reaction force member for propulsion equipment that can be easily and safely attached and removed together with the propulsion equipment inside a start pit drilled for constructing a pipe line in the ground.

一般に、地盤を通過する各種のケーブルや送油管・水道管などを設置するためには、地盤に管路を施工する作業が先行して行われる必要があるが、このように地盤に管路を施工するための工事方法として推進工法が適用されている。   In general, in order to install various cables that pass through the ground, oil transmission pipes, water pipes, etc., it is necessary to perform the work of constructing pipelines in the ground in advance. The propulsion method is applied as a construction method for construction.

前記推進工法は、設計された管路の出発地点及び目標地点にそれぞれ発進坑及び到着坑を垂直に掘削した状態で前記発進坑の内部に推進装備を設置した後に、前記推進装備の掘進装置を稼動させて掘削と同時に管路を連結する方法である。 In the propulsion method, propulsion equipment is installed in the start pit in a state where the start pit and arrival pit are drilled vertically at the starting point and the target point of the designed pipeline, respectively, This is a method of operating and connecting pipes simultaneously with excavation.

前記推進装備の稼動に際して、掘削方向とは反対側の方向に非常に大きな反発力が発生するため、発進坑の内部には、推進装備の反発力を支持できるように、コンクリート構造物である反力壁を形成する。 When the propulsion equipment is operated, a very large repulsive force is generated in the direction opposite to the excavation direction. Therefore, the inside of the start pit is a concrete structure so that the repulsive force of the propulsion equipment can be supported. Form a force wall.

本発明の目的は、発進坑の内部に反力壁を形成するために現場で直接的に枠を製作してコンクリートを打設する場合に多大な労力や手間がかかるという従来の問題点を解消することである。 The object of the present invention is to eliminate the conventional problem that it takes a lot of labor and labor when producing concrete directly on the site and placing concrete in order to form a reaction wall inside the start pit. It is to be.

本発明の他の目的は、現場で打設された反力壁を除去するときに崩壊などの危険が発生し、取り外し後に再使用できないため廃棄しにくいという従来の問題点を解消することである。   Another object of the present invention is to solve the conventional problem that a danger such as collapse occurs when removing a reaction force wall placed on site, and it is difficult to dispose after removal because it cannot be reused. .

本発明は、地盤に管路を施工するための推進工法において、発進坑の内部に設けられて推進装備の反発力を支持するための推進装備用の反力部材において、一方の面は前記発進坑の内面と密着するように形成され、他方の面は前記推進装備の後端が密着するように所定の厚さの平面板により形成される。 The present invention relates to a propulsion method for constructing a pipeline on the ground, in a reaction force member for propulsion equipment that is provided inside a start pit and supports the reaction force of the propulsion equipment, one surface of which is the start The other surface is formed by a flat plate having a predetermined thickness so that the rear end of the propulsion equipment is in close contact.

前記一方の面には、前記発進坑の内面に密着するように丸い曲面状に養生されたモルタルが形成されるか、あるいは、前記発進坑の内面に密着するように丸い曲面板が形成され、前記曲面板の外面にはゴム板が取り付けられ、前記平面板と曲面板との間には多数の支持棒又は蜂の巣状の仕切りが形成される。 Wherein the one surface, the or cured by mortar to the round curved as to be in close contact with the inner surface of the starting pit is formed, or, round curved plate so as to be in close contact with the inner surface of the starting pit is formed, A rubber plate is attached to the outer surface of the curved plate, and a large number of support rods or honeycomb-like partitions are formed between the flat plate and the curved plate.

前記曲面板は、左側、中間、右側に組み合わせられるように形成され、それぞれの曲面板は、平面板に形成された支持棒と蝶合される。   The curved plates are formed to be combined on the left side, the middle, and the right side, and each curved plate is hinged with a support bar formed on a flat plate.

前記平面板又は曲面板には、持ち上げるための環体が形成される。   An annular body for lifting is formed on the flat plate or the curved plate.

本発明の反力部材を用いた管路推進工法は、管路を施工するための出発地点及び目標地点にそれぞれ発進坑及び到着坑を垂直に掘削するステップと、前記発進坑の内部に平面板状の反力部材及び推進装備を設置するステップと、前記平面板状の反力部材と発進坑との間にモルタルを打設して養生するステップと、前記推進装備を稼動させて掘削と同時に管路を設置するステップと、を含む。 The pipe line propulsion method using the reaction force member of the present invention includes a step of vertically excavating a start pit and an arrival pit at a start point and a target point for constructing a pipe line, and a flat plate inside the start pit. A step of installing a reaction force member and propulsion equipment, a step of placing and curing mortar between the flat plate reaction force member and the starting pit , Installing a conduit.

本発明によれば、推進装備及び反力部材を並設して枠の形成に伴う労力及び手間を省くことができ、それ自体で推進反発力を支持することができるので、施工性及び経済性が向上する。   According to the present invention, the propulsion equipment and the reaction force member can be arranged side by side to save labor and labor associated with the formation of the frame, and the propulsion repulsion force can be supported by itself, so that workability and economic efficiency are improved. Will improve.

また、本発明によれば、推進装備と並設される反力部材を手軽に取り外し、取り外し後に再使用することができるので、安定性及び経済性が向上し、しかも、環境にやさしい。   Further, according to the present invention, the reaction force member arranged in parallel with the propulsion equipment can be easily removed and reused after being removed, so that stability and economy are improved, and the environment is friendly.

さらに、本発明によれば、発進坑の大きさや形状に応じて種々の形状で提供したり、あるいは、種々の形状に変形したりすることができるので、現場の条件に合わせて好適に使用して施工性が向上する。 Furthermore, according to the present invention, it can be provided in various shapes according to the size and shape of the start pit , or can be transformed into various shapes, so that it can be suitably used according to the conditions at the site. This improves workability.

本発明が適用された推進工法を示す工程図である。It is process drawing which shows the propulsion method to which this invention was applied. 本発明が適用された推進工法用の推進装備及び反力部材を示す設置状態の側面図である。It is a side view of the installation state which shows the propulsion equipment and reaction force member for propulsion methods to which this invention was applied. 本発明が適用された推進工法用の推進装備及び反力部材を示す設置状態の平面図である。It is a top view of the installation state which shows the propulsion equipment and reaction force member for propulsion methods to which this invention was applied. 本発明が適用された反力部材の他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of the reaction force member to which this invention was applied. 本発明が適用された反力部材のさらに他の実施形態を示す平面図である。It is a top view which shows other embodiment of the reaction force member to which this invention was applied. 本発明が適用された反力部材のさらに他の実施形態を示す平面図である。It is a top view which shows other embodiment of the reaction force member to which this invention was applied. 本発明が適用された反力部材のさらに他の実施形態を示す斜視図である。It is a perspective view which shows other embodiment of the reaction force member to which this invention was applied. 図7の平面図である。FIG. 8 is a plan view of FIG. 7.

以下、添付図面に基づき、本発明の好適な実施形態について詳述する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

本発明の推進装備用の反力部材は、地盤に管路30を施工するための推進工法において、発進坑10の内部に設けられて推進装備40の反発力を支持するためのものであり、図1から図8に示すように、一方の面は前記発進坑10の内面と密着するように形成され、他方の面は前記推進装備40の後端が密着するように所定の厚さの平面板110により形成される。このような平面板110は、推進装備40を支持できる範囲内で最大限に小さく形成する。 The reaction force member for propulsion equipment of the present invention is a propulsion method for constructing the pipe line 30 in the ground, and is provided inside the start pit 10 to support the reaction force of the propulsion equipment 40. As shown in FIGS. 1 to 8, one surface is formed so as to be in close contact with the inner surface of the start pit 10, and the other surface is a flat surface having a predetermined thickness so that the rear end of the propulsion equipment 40 is in close contact. The face plate 110 is formed. Such a flat plate 110 is formed as small as possible within a range in which the propulsion equipment 40 can be supported.

このような平面板110を円形状に掘削された発進坑10に使用するときには、発進坑10の内面と密着するように丸い曲面状に養生されたモルタル50が形成されるか、あるいは、前記平面板110の一方の面に前記円形状に掘削された発進坑10の内面に密着するように丸い曲面板120が形成されるようにする。前記曲面板120は、発進坑10の大きさや曲面に応じて、3種類以上の規格で形成する。 When such a flat plate 110 is used for the start pit 10 excavated in a circular shape, the mortar 50 cured in a round curved surface so as to be in close contact with the inner surface of the start pit 10 is formed, or A round curved plate 120 is formed on one surface of the face plate 110 so as to be in close contact with the inner surface of the starting pit 10 excavated in the circular shape. The curved plate 120 is formed according to three or more kinds of standards according to the size of the start pit 10 and the curved surface.

前記曲面板120の外面にはゴム板130が取り付けられて、発進坑10の内面と緊密な密着が行われるようにする。 A rubber plate 130 is attached to the outer surface of the curved plate 120 so as to be in close contact with the inner surface of the start pit 10.

前記平面板110と曲面板120との間の空間には、反発力を支持できるように、モルタル50を打設した後に養生して支持力を向上させるか、あるいは、多数の支持棒150又は蜂の巣状の仕切り160を形成して支持力を向上させる。前記支持棒150は、左右及び上下に多数形成する。このような平面板110及び曲面板120は一体的に形成される。   In the space between the flat plate 110 and the curved plate 120, the mortar 50 is laid and then cured so as to support the repulsive force, or the supporting force is improved, or a large number of supporting rods 150 or honeycombs are provided. The partition 160 is formed to improve the supporting force. A large number of support rods 150 are formed on the left and right and top and bottom. The flat plate 110 and the curved plate 120 are integrally formed.

前記曲面板120の他の実施形態によれば、図7及び図8に示すように、一つの曲面をなしながら左右に少なくとも2枚以上の曲面板120が組み合わせられるように形成し、それぞれの曲面板120は、平面板110に形成された支持棒150とヒンジ170により結合される。前記多数の曲面板120は、ヒンジ170を軸として回転しながら発進坑10の形状や大きさに応じて自由に変形可能になる。 According to another embodiment of the curved plate 120, as shown in FIGS. 7 and 8, the curved plate 120 is formed such that at least two curved plates 120 are combined on the left and right sides while forming a single curved surface. The face plate 120 is coupled by a support bar 150 and a hinge 170 formed on the flat plate 110. The large number of curved plates 120 can be freely deformed according to the shape and size of the start shaft 10 while rotating around the hinge 170 as an axis.

前記平面板110又は曲面板120には、持ち上げるための環体140が形成される。前記環体140は、起重機などを用いて持ち上げて取り付け及び取り外し可能にする。   An annular body 140 for lifting is formed on the flat plate 110 or the curved plate 120. The ring body 140 can be lifted and removed using a hoist or the like.

以下、このような反力部材100を用いた管路の推進工法について説明する。   Hereinafter, the propulsion method of the pipe line using such a reaction force member 100 will be described.

地盤に管路30を施工するための出発地点及び目標地点にそれぞれ発進坑10及び到着坑20を垂直に掘削する。前記発進坑10及び到着坑20を掘削するときには、設計に応じて測量して位置及び深度が決定される。 The start pit 10 and the arrival pit 20 are excavated vertically at a starting point and a target point for constructing the pipe line 30 on the ground, respectively. When excavating the start pit 10 and the arrival pit 20, the position and depth are determined by surveying according to the design.

前記発進坑10の内部に平らに形成された反力部材100及び推進装備40を設置する。前記反力部材100及び推進装備40を設置するときには、まず、発進坑10の内部の底面を平らに均した後に、その上に互いに緊密に密着するようにする。 A reaction force member 100 and a propulsion equipment 40 that are formed flat are installed inside the start pit 10. When installing the reaction force member 100 and the propulsion equipment 40, first, the bottom surface inside the start pit 10 is flattened and then closely adhered to each other.

前記反力部材100と発進坑10との間の空間にモルタル50を打設して養生して支持力を向上させる。 A mortar 50 is placed in the space between the reaction force member 100 and the starting pit 10 to improve the support force.

前記推進装備40を稼動させて掘削と同時に管路30を設置する。このような管路の設置のための推進装備40の稼動について説明すると、推進装備40の先端の掘進装置41を駆動するとともにその後方の油圧装置42を作動させて地盤を掘削し、このような稼動により所定の深さまでの掘削が終わると、掘進装置41を停止した状態で油圧装置42を後進させて掘進装置41と油圧装置42との間に管路30を連結し、再び掘進装置41を駆動するとともに油圧装置42を作動させて地盤を掘削する。このような作業を繰り返し行うことにより、地盤の掘削及び管路30の連結が同時に行われる。前記推進装備40は通常の構成要素であるため、ここではこれについての詳細な説明を省略する。   The propulsion equipment 40 is operated and the pipeline 30 is installed simultaneously with excavation. The operation of the propulsion equipment 40 for installing such a pipeline will be described. The excavation device 41 at the tip of the propulsion equipment 40 is driven and the hydraulic device 42 behind the excavation apparatus 40 is operated to excavate the ground. When the excavation to a predetermined depth is completed by operation, the hydraulic device 42 is moved backward with the excavator 41 stopped, the pipe 30 is connected between the excavator 41 and the hydraulic device 42, and the excavator 41 is again connected. While driving, the hydraulic device 42 is operated to excavate the ground. By repeating such operations, the excavation of the ground and the connection of the pipe line 30 are performed simultaneously. Since the propulsion equipment 40 is a normal component, a detailed description thereof will be omitted here.

したがって、本発明の推進装備用の反力部材及びこれを用いた管路推進工法によれば、反力部材100を現場で設置した状態で反力部材100と発進坑10との間の空間に直接的にモルタル50を打設して工期を短縮させることができ、設置された反力部材100を手軽に取り外して再使用することができる。また、反力部材100の強度が向上し、発進坑10の大きさや形状に応じて種々の形状で提供されることにより、現場の条件に合わせて好適に使用して施工性が向上する。 Therefore, according to the reaction force member for propulsion equipment and the pipe propulsion method using the same according to the present invention, the reaction force member 100 is installed in the space between the reaction force member 100 and the start shaft 10 in a state where the reaction force member 100 is installed on site. The mortar 50 can be directly placed to shorten the construction period, and the installed reaction force member 100 can be easily removed and reused. Moreover, the intensity | strength of the reaction force member 100 improves, and by providing in various shapes according to the magnitude | size and shape of the start pit 10, it uses suitably according to the conditions of a field, and workability | operativity improves.

以上、添付図面に基づき、本発明の好適な実施形態について詳述したが、これは単なる例示に過ぎず、この技術分野における通常の知識を有する者であれば、本発明を種々に変形することができ、しかも、均等な他の実施形態を採用することができるということが理解できる筈である。よって、本発明の真の技術的な保護範囲は、添付の特許請求の範囲の技術的思想により定められるべきである。   The preferred embodiments of the present invention have been described in detail with reference to the accompanying drawings. However, this is merely an example, and those skilled in the art can modify the present invention in various ways. In addition, it should be understood that other equivalent embodiments can be employed. Therefore, the true technical protection scope of the present invention should be determined by the technical idea of the appended claims.

10:発進坑
20:到着坑
30:管路
40:推進装備
41:掘進装置
42:油圧装置
50:モルタル
100:反力部材
110:平面板
120:曲面板
130:ゴム板
140:環体
150:支持棒
160:仕切り
170:ヒンジ
10: Start pit 20: Arrival mine 30: Pipe line 40: Propulsion equipment 41: Drilling device 42: Hydraulic device 50: Mortar 100: Reaction force member 110: Plane plate 120: Curved plate 130: Rubber plate 140: Ring 150: Support rod 160: Partition 170: Hinge

Claims (2)

地盤に管路を施工するための推進工法において、発進坑の内部に設けられて推進装備の反発力を支持するための推進装備用の反力部材において、
一方の面は前記発進坑の内面と密着するように形成され、他方の面は前記推進装備の後端が密着するように平面板により形成され、
前記一方の面には、前記発進坑の内面に密着するように丸い曲面板が形成され、
前記曲面板は、左右に少なくとも2枚以上が組み合わせられるように構成し、それぞれの曲面板は、平面板に形成された支持棒と蝶合されることを特徴とする推進装備用の反力部材。
In the propulsion method for constructing pipelines in the ground, in the reaction force member for propulsion equipment provided inside the start pit to support the reaction force of the propulsion equipment,
One surface is formed so as to be in close contact with the inner surface of the start pit , and the other surface is formed by a flat plate so that the rear end of the propulsion equipment is in close contact,
Wherein the one surface, round curved plate so as to be in close contact with the inner surface of the starting pit is formed,
The curved plate is configured such that at least two of the curved plates can be combined on the left and right, and each curved plate is hinged with a support bar formed on the flat plate, and the reaction force member for propulsion equipment .
前記平面板又は曲面板には、持ち上げるための環体が形成されることを特徴とする請求項1に記載の推進装備用の反力部材。   The reaction member for propulsion equipment according to claim 1, wherein an annular body for lifting is formed on the flat plate or the curved plate.
JP2015004747A 2014-01-15 2015-01-14 Reaction force member for propulsion equipment Expired - Fee Related JP5960852B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2014-0005134 2014-01-15
KR1020140005134A KR101415192B1 (en) 2014-01-15 2014-01-15 Reaction force member for propulsion apparatus and methods of pipe propulsion construction

Publications (2)

Publication Number Publication Date
JP2015132157A JP2015132157A (en) 2015-07-23
JP5960852B2 true JP5960852B2 (en) 2016-08-02

Family

ID=51741144

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015004747A Expired - Fee Related JP5960852B2 (en) 2014-01-15 2015-01-14 Reaction force member for propulsion equipment

Country Status (2)

Country Link
JP (1) JP5960852B2 (en)
KR (1) KR101415192B1 (en)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5550237Y2 (en) * 1975-05-29 1980-11-21
JPS5915189A (en) * 1982-07-15 1984-01-26 株式会社奥村組 Method of starting branch tunnel excavator
JPH0538926Y2 (en) * 1987-07-01 1993-10-01
JPH072599U (en) * 1993-06-11 1995-01-13 伸栄工業株式会社 Reaction force plate for small diameter pipe propulsion method
JPH0953384A (en) * 1995-08-11 1997-02-25 Taisei Corp Receive reaction force from shield machine
JP3773860B2 (en) * 2002-01-31 2006-05-10 機動建設工業株式会社 Device for preventing movement of buried pipe line in propulsion method
KR101209070B1 (en) * 2010-11-10 2012-12-10 이정섭 A advance sleeve box structure for tunnel construct

Also Published As

Publication number Publication date
KR101415192B1 (en) 2014-07-08
JP2015132157A (en) 2015-07-23

Similar Documents

Publication Publication Date Title
CN110258561A (en) A kind of constructing device and its construction method cutting off building enclosure
CN104278677B (en) A device and method for fixing conduits in the process of pouring anti-seepage wall groove sections
KR102002526B1 (en) Vertical shaft excavation system and the construction method of vertical shaft using thereof
CN113089653B (en) Construction method of multiple casings for cast-in-place pile foundations
TW201445026A (en) Well type foundation pit wall protective equipment and construction method thereof
JP5960852B2 (en) Reaction force member for propulsion equipment
KR20150025409A (en) the tunnel structure using the small diameter steel pipe and the construction method thereof
JP6068774B1 (en) Earth retaining prior construction method using adjustable erection
JP6452299B2 (en) Construction method of steel pipe sheet pile foundation for temporary closing and combined use
JP6431772B2 (en) Drilling hole creation device
JP6220659B2 (en) Position adjustment method of reaction force receiving member and top of column
JP2012144913A (en) Circular vertical shaft construction method for jacking method
JP6715663B2 (en) Steel pipe pile construction method
KR100999880B1 (en) Steel pipe indentation device and well construction method
CN110676791A (en) Assembled cable trench and construction method
KR20090104927A (en) Extended large diameter pour method by multi casing drilling
JP6948908B2 (en) Construction method of segments, buried structures and buried structures
ITBO20070396A1 (en) MILLING MACHINE FOR THE CONSTRUCTION OF UNDERGROUND DUCTING
CN205400769U (en) What anchor ring was moved back to pre -installation primary and secondary formula moves back anchor device
JP2015038278A (en) Pile head treatment method and lifting tool
JP6230414B2 (en) Existing underground exterior wall removal method and building rebuilding method
KR101419775B1 (en) Precast reaction wall
JP2014005590A (en) Coupling device for cylindrical member forming unit
JP2015117480A (en) Method for starting excavator
JP2015117481A (en) Method for starting excavator

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20151130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20151209

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20160308

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: 20160614

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20160623

R150 Certificate of patent or registration of utility model

Ref document number: 5960852

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees