JP2015010424A - Railroad equipment foundation and installation method thereof - Google Patents

Railroad equipment foundation and installation method thereof Download PDF

Info

Publication number
JP2015010424A
JP2015010424A JP2013138112A JP2013138112A JP2015010424A JP 2015010424 A JP2015010424 A JP 2015010424A JP 2013138112 A JP2013138112 A JP 2013138112A JP 2013138112 A JP2013138112 A JP 2013138112A JP 2015010424 A JP2015010424 A JP 2015010424A
Authority
JP
Japan
Prior art keywords
base
pedestal
equipment foundation
foundation
railway
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
JP2013138112A
Other languages
Japanese (ja)
Other versions
JP6284262B2 (en
Inventor
信一郎 有賀
Shinichiro Ariga
信一郎 有賀
逸平 田中
Ippei Tanaka
逸平 田中
伸人 久保井
Nobuto Kuboi
伸人 久保井
浩太郎 内川
Kotaro Uchikawa
浩太郎 内川
英治 大久保
Eiji Okubo
英治 大久保
晋輔 有馬
Shinsuke Arima
晋輔 有馬
將人 中谷
Masahito Nakatani
將人 中谷
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.)
East Japan Railway Co
Sankosha Co Ltd
Original Assignee
East Japan Railway Co
Sankosha 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 East Japan Railway Co, Sankosha Co Ltd filed Critical East Japan Railway Co
Priority to JP2013138112A priority Critical patent/JP6284262B2/en
Publication of JP2015010424A publication Critical patent/JP2015010424A/en
Application granted granted Critical
Publication of JP6284262B2 publication Critical patent/JP6284262B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Road Signs Or Road Markings (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a foundation suitable for temporary arrangement of railroad equipment.SOLUTION: The railroad equipment foundation 10 is stabilized in an attitude of the railroad equipment foundation 10 by earth pressure applied to a base part 16 by burying the base part 16 constituted of a pipe material in the ground GL. Or the earth pressure is also applied to a surface of a root shackle 18 by also burying the root shackle 18 composed of a plate material arranged in a plurality at a predetermined interval in the circumferential direction of the base part 16 in the ground GL together with the base part 16. Even when receiving external force of bringing down a column 14 of a railroad crossing alarm 12 from the various directions, drag for restraining an attitudinal change in the base part 16 in soil, is generated by a plurality of root shackles 18 installed in the various directions. Or an excessive increase in pull-out resistance can be prevented when pulling up a pedestal 20 in the extension direction of the base part 16 for removing this railroad equipment foundation 10.

Description

本発明は、鉄道設備基礎とその設置方法に関するものである。   The present invention relates to a railway facility foundation and an installation method thereof.

踏切警報機、遮断機、その他の鉄道設備を設置するにあたり、それらの設備は、鉄道事業者所定の安全基準に基づいた基礎によって、確実に支持されている。例えば、図4に例示される踏切警報機100の場合には、地盤GLにコンクリート基礎104が据え付けられ、このコンクリート基礎104上に、踏切警報機100の支柱102が確実に固定される(例えば、特許文献1参照。)。   When installing railroad crossing alarms, circuit breakers, and other railway facilities, these facilities are reliably supported by a foundation based on safety standards prescribed by railway operators. For example, in the case of the level crossing alarm 100 illustrated in FIG. 4, the concrete foundation 104 is installed on the ground GL, and the column 102 of the level crossing alarm 100 is securely fixed on the concrete foundation 104 (for example, (See Patent Document 1).

特開2004−197322号公報(〔0003〕、図3、図7参照)JP 2004-197322 A (refer to [0003], FIG. 3 and FIG. 7)

ところで、踏切の拡張工事を行う場合には、工事期間中は必要に応じて踏切警報機を仮設のものに付替える場合がある。このような踏切警報機を仮設するような場合でも、従来は、常設の基礎と同様のコンクリート基礎を用いており、設置コスト及び工事期間を削減する上での障害となっている。このような課題は、踏切警報機に限らず、踏切遮断機その他の鉄道設備を仮設する際にも、共通するものである。   By the way, when a level crossing extension work is performed, a level crossing alarm may be replaced with a temporary one during the construction period. Even when such a railroad crossing alarm is temporarily installed, conventionally, a concrete foundation similar to a permanent foundation is used, which is an obstacle to reducing the installation cost and the construction period. Such a problem is not limited to a railroad crossing alarm device, but is common when temporarily installing a railroad crossing breaker and other railway facilities.

本発明は上記動向及び課題に鑑みてなされたものであり、その目的とするところは、鉄道設備の仮設に適した基礎を提供すると共に、その設置及び撤去を容易とすることにある。又、必要に応じて、仮設のみならず常設の基礎としても使用可能とすることにある。   The present invention has been made in view of the above-mentioned trends and problems, and an object of the present invention is to provide a foundation suitable for temporary installation of railway facilities and to facilitate the installation and removal thereof. In addition, if necessary, it can be used not only as a temporary structure but also as a permanent foundation.

(発明の態様)
以下の発明の態様は、本発明の構成を例示するものであり、本発明の多様な構成の理解を容易にするために、項別けして説明するものである。各項は、本発明の技術的範囲を限定するものではなく、発明を実施するための最良の形態を参酌しつつ、各項の構成要素の一部を置換し、削除し、又は、更に他の構成要素を付加したものについても、本願発明の技術的範囲に含まれ得るものである。
(Aspect of the Invention)
The following aspects of the present invention exemplify the configuration of the present invention, and will be described separately for easy understanding of various configurations of the present invention. Each section does not limit the technical scope of the present invention, and some of the components of each section are replaced, deleted, or further while referring to the best mode for carrying out the invention. Those to which the above components are added can also be included in the technical scope of the present invention.

(1)鉄道設備を地盤に設置するための基礎であって、管材によって構成された基部と、該基部の周方向に所定間隔を空けて複数配置された、板材からなる根かせと、前記基部の上端部に配置された、鉄道設備を着脱自在に据え付けるための板材からなる台座とを有する鉄道設備基礎(請求項1)。   (1) A base for installing railway equipment on the ground, and a base portion constituted by pipes, a plurality of skein made of plate material arranged at predetermined intervals in the circumferential direction of the base portion, and the base portion A railway equipment foundation having a pedestal made of a plate for detachably installing the railway equipment, which is disposed at the upper end of the railway equipment (claim 1).

本項に記載の鉄道設備基礎は、管材によって構成された基部が地盤に埋設されることで、基部に掛かる土圧によって、鉄道設備基礎の姿勢が安定するものである。又、基部の周方向に所定間隔を空けて複数配置された、板材からなる根かせも、基部と共に地盤に埋設されることで、根かせの表面にも土圧が掛かる。そして、鉄道設備が倒れるような外力を、様々な方向から受けるような場合であっても、様々な方向に設置された複数の根かせによって、土中における基部の姿勢変化を抑制する抗力を発生するものとなる。   In the railway equipment foundation described in this section, the base of the railway equipment is stabilized by the earth pressure applied to the base when the base made of the pipe material is embedded in the ground. Moreover, earth pressure is also applied to the surface of the root shank by embedding a plurality of root shanks, which are arranged at predetermined intervals in the circumferential direction of the base portion, in the ground together with the base portion. And even when receiving external forces that cause the railway equipment to fall from various directions, multiple roots installed in various directions generate drag that suppresses changes in the posture of the base in the soil. To be.

そして、本鉄道設備基礎が、基部を構成する管材、根かせを構成する板材及び台座を構成する板材からなることにより、鉄道設備基礎自体の重量に頼ることなく地盤に設置された状態での安定性を確保し、鉄道設備基礎自体の重量の軽減を図るものとなる。又、設置現場で基礎の造成工事を行うことなく、完成状態の鉄道設備基礎を設置現場に搬入することを可能とするものである。
又、鉄道設備は、台座に対し着脱自在に据え付けられることから、必要に応じて、本鉄道設備基礎と鉄道設備とを一体又は別体に設置、撤去するものである。又、異なる鉄道設備と組み合わせて、本鉄道設備基礎を再利用することも可能となる。更に、地盤に設置された状態での安定性が確保されるものであることから、必要に応じて、仮設用の基礎としてのみならず、常設用の基礎としても使用可能となる。
And this railroad equipment foundation consists of the pipe material that constitutes the base, the board material that constitutes the root and the board material that constitutes the pedestal, so that it can be stably installed in the ground without depending on the weight of the railway equipment foundation itself. This will ensure the safety and reduce the weight of the railway equipment foundation itself. In addition, it is possible to carry the completed railway equipment foundation to the installation site without performing foundation creation work at the installation site.
In addition, since the railway equipment is detachably installed on the pedestal, the present railway equipment foundation and the railway equipment are installed or removed as a single unit or as needed. It is also possible to reuse this railway equipment foundation in combination with different railway equipment. Furthermore, since stability in a state where it is installed on the ground is ensured, it can be used not only as a temporary foundation but also as a permanent foundation as needed.

(2)上記(1)項において、前記根かせの前記基部からの突出量が、平面視で前記台座よりも外側に突出しないように形成されている鉄道設備基礎(請求項2)。
本項に記載の鉄道設備基礎は、根かせの基部からの突出量が、平面視で台座よりも外側に突出しないように形成されていることから、本鉄道設備基礎を設置する際に、地盤に対して台座の投影面積程度の穴を掘削することで、基部及び根かせを埋設することが可能となる。又、根かせによる上述の傾倒抑制機能を発揮しつつ、本鉄道設備基礎を撤去すべく、台座を基部の延長方向へと引上げる際の、引き抜き抵抗の過大な増加を防ぐものである。
(2) The railroad equipment foundation according to (1), wherein a protruding amount of the root skein from the base portion is formed so as not to protrude outward from the pedestal in a plan view.
The railway equipment foundation described in this section is formed so that the protruding amount from the base of the skein does not protrude outward from the pedestal in plan view. On the other hand, by excavating a hole about the projected area of the pedestal, it becomes possible to embed the base and the skein. In addition, it prevents the excessive increase in the pulling resistance when the base is pulled up in the extending direction of the base in order to remove the railway equipment foundation while exhibiting the above-described tilt suppression function by the root.

(3)上記(2)項において、前記根かせの前記基部からの突出量が、上端部に対して下端部が小さくなるように形成されている鉄道設備基礎(請求項3)。
本項に記載の鉄道設備基礎は、根かせの基部からの突出量が、上端部に対して下端部が小さくなるように形成されていることから、根かせによる上述の傾倒抑制機能を発揮しつつ、鉄道設備基礎を撤去すべく、地盤の上方へと引き抜く際に、根かせが引き抜き方向に対するいわゆるアンダーカットを構成することがなく、引き抜き抵抗の過大な増加を防ぐものとなる。
(3) The railroad facility foundation according to (2), wherein the protruding amount of the root skein from the base is formed such that the lower end is smaller than the upper end.
The railway equipment foundation described in this section is formed so that the bottom end of the root skein is smaller than the top end. On the other hand, in order to remove the railway equipment foundation, the root skein does not constitute a so-called undercut with respect to the drawing direction when it is pulled out above the ground, thereby preventing an excessive increase in the pulling resistance.

(4)上記(1)から(3)項において、前記根かせの上端部が、前記台座の下面に固定されている鉄道設備基礎(請求項4)。
本項に記載の鉄道設備基礎は、根かせの上端部が、台座の下面に固定されていることにより、台座は根かせを介して基部に強固に保持される。又、本鉄道設備基礎を撤去すべく、地盤の上方へと引き抜く際に、台座の変形を防ぐものとなる。
(4) The railway equipment foundation according to (1) to (3) above, wherein an upper end portion of the root shank is fixed to a lower surface of the pedestal (claim 4).
In the railway equipment foundation described in this section, the upper end of the root skein is fixed to the lower surface of the pedestal, so that the pedestal is firmly held on the base via the root skein. In addition, the base of the railway equipment is prevented from being deformed when it is pulled out above the ground in order to remove the railway equipment foundation.

(5)上記(1)から(4)項において、鉄道設備の下端部を据え付けるための、前記台座に形成されたボルト挿通穴が、前記基部の中心軸を基準とする円弧状に形成されている鉄道設備基礎(請求項5)。
本項に記載の鉄道設備基礎は、鉄道設備を据え付けるための、台座に形成されたボルト挿通穴が、基部の中心軸を基準とする円弧状に形成されていることにより、鉄道設備を本鉄道設備基礎に据え付ける際に、又は、据え付けた後においても、ボルト挿通穴の円弧状に沿って、鉄道設備を台座上で回転させ、設置方向を調整し得るものとなる。
(5) In the above items (1) to (4), the bolt insertion hole formed in the pedestal for installing the lower end portion of the railroad facility is formed in an arc shape based on the central axis of the base portion. Railway equipment foundation (Claim 5).
The railroad equipment foundation described in this section is the same as the railroad equipment, because the bolt insertion holes formed in the pedestal for installing the railway equipment are formed in an arc shape based on the central axis of the base. When installed on the equipment foundation or after installation, the railway equipment can be rotated on the pedestal along the arc shape of the bolt insertion hole to adjust the installation direction.

(6)上記(1)から(5)項において、前記台座に、フックを着脱自在に固定するための取付穴が形成されている鉄道設備基礎(請求項6)。
本項に記載の鉄道設備基礎は、台座に、フックを着脱自在に固定するための取付穴が形成されていることから、本鉄道設備基礎の設置時又は撤去時に、台座の取付穴にフックを装着し、フックを用いて本鉄道設備基礎の吊り上げを行うことを可能とするものである。
(6) The railroad facility foundation according to (1) to (5) above, wherein a mounting hole for detachably fixing a hook is formed in the pedestal (claim 6).
The railroad equipment foundation described in this section has a mounting hole for detachably fixing the hook to the pedestal. When installing or removing this railway equipment foundation, attach the hook to the pedestal mounting hole. It is possible to mount the railway equipment foundation using a hook.

(7)上記(1)から(6)項の鉄道設備基礎の設置方法であって、鉄道設備基礎を設置する地盤に、少なくとも前記台座の投影面積以上の面積で、かつ、前記基部の先端が着地した状態で前記台座の上面が地表面から露出する深さの穴を掘削し、該穴に鉄道設備基礎を配置して、前記台座が地表面から露出するようにして、前記基部と前記根かせと、前記穴との隙間を埋めることを特徴とする方法(請求項7)。   (7) The method for installing a railway equipment foundation according to (1) to (6) above, wherein the ground where the railway equipment foundation is installed is at least an area larger than the projected area of the pedestal, and the tip of the base is Excavating a hole having a depth at which the upper surface of the pedestal is exposed from the ground surface in a landed state, placing a railway equipment foundation in the hole so that the pedestal is exposed from the ground surface, the base and the root A method of filling a gap between a skein and the hole (Claim 7).

本項に記載の鉄道設備基礎の設置方法は、鉄道設備基礎を設置する地盤に、必要最小限の大きさの穴として、少なくとも台座の投影面積以上の面積で、かつ、基部の先端が着地した状態で台座の上面が地表面から露出する深さの穴を掘削するものである。そして、掘削された穴に本鉄道設備基礎を配置して、台座が地表面から露出するようにして、基部と前記根かせと穴との隙間を、土や砂利等で埋めるものである。そして、設置された状態で地表面から露出する台座に対し、鉄道設備を設置、撤去することが可能となる。
そして、基部の埋設された部分に掛かる土圧によって、本鉄道設備基礎の姿勢を安定させるものである。又、基部の周方向に所定間隔を空けて複数配置された、板材からなる根かせも、基部と共に地盤に埋設することで、根かせの埋設された部分の表面に土を密着させる。これにより、本鉄道設備基礎が倒れるような外力を、様々な方向から受けるような場合であっても、複数の根かせが、土中における基部の姿勢変化を抑制する抵抗となる。
The installation method of the railway equipment foundation described in this section is that the ground where the railway equipment foundation is installed has at least an area larger than the projected area of the pedestal, and the tip of the base has landed as a hole of the minimum necessary size. In this state, a hole having a depth at which the upper surface of the pedestal is exposed from the ground surface is excavated. Then, the railway equipment foundation is arranged in the excavated hole so that the pedestal is exposed from the ground surface, and the gap between the base and the root skein and the hole is filled with soil, gravel, or the like. And it becomes possible to install and remove a railway installation with respect to the base exposed from the ground surface in the installed state.
And the attitude | position of this railway equipment foundation is stabilized with the earth pressure concerning the part by which the base was embed | buried. Further, a plurality of root skein made of a plate material arranged at a predetermined interval in the circumferential direction of the base part is embedded in the ground together with the base part, so that the soil is brought into close contact with the surface of the part where the root skews are embedded. Thereby, even if it is a case where the external force which this railway equipment foundation falls is received from various directions, several roots become resistance which suppresses the attitude | position change of the base in the soil.

又、このようにして設置された鉄道設備基礎を撤去する際には、地表面から露出した状態の台座を、基部の延長方向へと引上げて、基部と根かせとを地盤から抜取ることで、撤去作業を完了させるものとなる。この際、台座、基部及び根かせのいずれの部位も、変形を来たすことなく地盤から引き抜かれるので、異なる鉄道設備と組み合わせて、本鉄道設備基礎を再利用することも可能となる。   Also, when removing the railway equipment foundation installed in this way, the pedestal exposed from the ground surface is pulled up in the extending direction of the base, and the base and the root are removed from the ground. The removal work will be completed. At this time, since any part of the pedestal, the base, and the root skein is pulled out from the ground without causing deformation, the present railway equipment foundation can be reused in combination with different railway equipment.

本発明はこのように構成したので、鉄道設備の仮設に適した基礎を提供すると共に、その設置及び撤去が容易となる。又、必要に応じて、仮設のみならず常設の基礎としても使用可能となる。   Since this invention was comprised in this way, while providing the foundation suitable for temporary installation of a railroad installation, the installation and removal become easy. Further, if necessary, it can be used not only as a temporary structure but also as a permanent foundation.

(a)は、本発明の実施の形態に係る鉄道機器の一例としての踏切警報機の設置状態を示す模式図であり、(b)は、鉄道設備基礎の平面図及び側面図、(c)は(a)の踏切警報機の支柱と鉄道設備基礎との連結部分を示す拡大図である。(A) is a schematic diagram which shows the installation state of a railroad crossing alarm device as an example of the railway equipment which concerns on embodiment of this invention, (b) is a top view and side view of a railway equipment foundation, (c) (A) is an enlarged view showing a connecting portion between the railroad crossing alarm column and the railway equipment foundation. (a)は踏切警報機の支柱上部の側面図であり、(b)は踏切警報機の支柱上部と支柱下部との分割部分を示す拡大図であり、(c)は踏切警報機の支柱下部を示す平面図及び側面図である。(A) is a side view of the upper part of the post of the railroad crossing alarm, (b) is an enlarged view showing a divided part of the upper part of the post of the crossing alarm and the lower part of the post, and (c) is a lower part of the post of the crossing alarm. It is the top view and side view which show. 図1に示される踏切警報機の支柱と基礎との連結部分を示す斜視図であり、設置状態を示したものである。It is a perspective view which shows the connection part of the support | pillar and foundation of a railroad crossing alarm shown by FIG. 1, and shows the installation state. 従来の、鉄道機器の一例としての踏切警報機の設置状態を示す模式図である。It is a schematic diagram which shows the installation state of the level crossing alarm device as an example of the conventional railway equipment.

以下、本発明を実施するための最良の形態を添付図面に基づいて説明する。ここで、従来技術と同一部分、若しくは相当する部分については同一符号で示し、詳しい説明を省略する。   The best mode for carrying out the present invention will be described below with reference to the accompanying drawings. Here, parts that are the same as or correspond to those in the prior art are denoted by the same reference numerals, and detailed description thereof is omitted.

本発明の実施の形態に係る鉄道設備基礎10は、鉄道設備の一例として、図1(a)に示されるように、踏切警報機12の支柱14を支持するために用いられるものである。この鉄道設備基礎10は、管材によって構成された基部16と、基部16の周方向に所定間隔を空けて複数配置された、板材からなる根かせ18と、基部16の上端部に配置された、支柱14を着脱自在に据え付けるための板材からなる台座20とを有している。そして、台座20に支柱14が据え付けられた状態で、基部16が、支柱14の延長線上に位置して、支柱14と基部16とが一体の棒状を呈するように構成されている。なお、基部16と、根かせ18と、台座20とは、いずれも鋼材からなり、溶接等適切な手法によって固定され、基部16の下端は、カバーによって塞がれ、基部16内への土等の侵入を防止している。図示のカバーは平坦な底面を有しているが、球面状、円錐状等に形成することとしても良い。又、必要に応じ、溶融亜鉛めっき等の防錆処理が施されている。   The railway facility foundation 10 according to the embodiment of the present invention is used to support a column 14 of a railroad crossing alarm 12 as an example of a railroad facility, as shown in FIG. The railroad equipment foundation 10 includes a base portion 16 made of pipe material, a plurality of skein 18 made of a plate material arranged at a predetermined interval in the circumferential direction of the base portion 16, and an upper end portion of the base portion 16. And a pedestal 20 made of a plate material for detachably installing the column 14. And the base 16 is located on the extension line of the support | pillar 14 in the state in which the support | pillar 14 was installed in the base 20, and the support | pillar 14 and the base 16 are comprised so that an integral rod shape may be exhibited. Note that the base 16, the skein 18 and the pedestal 20 are all made of steel, and are fixed by an appropriate technique such as welding, and the lower end of the base 16 is closed by a cover, and the soil into the base 16 etc. To prevent intrusion. The illustrated cover has a flat bottom surface, but may be formed in a spherical shape, a conical shape, or the like. Moreover, the antirust process of hot dip galvanization etc. is performed as needed.

図示の例では、根かせ18は基部16の周方向に、90度の等間隔で四箇所に設けられている。又、根かせ18の基部16からの突出量は、図1(b)に示されるように、平面視で台座20よりも外側に突出しないように形成されている。
更に、根かせ18の基部16からの突出量が、根かせ18の上端部に対して下端部が小さくなるように形成されている。図示の例では、根かせ18の下端辺18bに角アール18rが形成されている結果、下端辺18bは上端辺18aよりも短く形成されている。又、図示は省略するが、根かせ18の外側辺18cを傾斜させることで、全体に台形状若しくは三角形状とすることにより、下端辺18bが上端辺18aよりも明確に短くなるように形成しても良い。
In the illustrated example, the roots 18 are provided at four locations in the circumferential direction of the base 16 at equal intervals of 90 degrees. Further, as shown in FIG. 1B, the protruding amount of the root shank 18 from the base portion 16 is formed so as not to protrude outward from the pedestal 20 in a plan view.
Further, the protruding amount of the root shank 18 from the base portion 16 is formed so that the lower end portion is smaller than the upper end portion of the root shank 18. In the illustrated example, as a result of the corner radius 18r being formed on the lower end side 18b of the root shank 18, the lower end side 18b is formed shorter than the upper end side 18a. Although not shown, the outer side 18c of the root shank 18 is inclined to form a trapezoidal shape or a triangular shape so that the lower end side 18b is clearly shorter than the upper end side 18a. May be.

又、図示の例では、根かせ18の上端部(上端辺18a)が、台座20の下面に固定されている。
図示の例では、台座20は円形の板材からなり、踏切警報機12の支柱14の下端部を据え付けるための、ボルト22(図1(c))を挿通するボルト挿通穴20a(図1(b))が形成されている。図示の例では、このボルト挿通穴20aは、基部16の中心軸を基準とする円弧状をなして、等間隔に4箇所形成されている。加えて、台座20には、フックを着脱自在に固定するための取付穴20bが、等間隔に4箇所形成されている。
In the illustrated example, the upper end portion (upper end side 18 a) of the root shaving 18 is fixed to the lower surface of the pedestal 20.
In the illustrated example, the pedestal 20 is made of a circular plate material, and a bolt insertion hole 20a (FIG. 1 (b) for inserting a bolt 22 (FIG. 1 (c)) for installing the lower end portion of the column 14 of the railroad crossing alarm 12 is provided. )) Is formed. In the example shown in the figure, the bolt insertion holes 20a are formed at four locations at equal intervals in an arc shape with the central axis of the base portion 16 as a reference. In addition, the mounting holes 20b for detachably fixing the hooks are formed in the base 20 at four equal intervals.

一方、鉄道設備基礎10と組み合わせて用いられる踏切警報機12は、支柱14が長手方向の所定位置にて分割構造を有している。支柱14は支柱上部14A(図2(a))と支柱下部14B(図2(c))とに分割されており、支柱上部14Aには、踏み切り警報機12の機能上の主要構成である、警標24、警報灯26、スピーカー28、方向指示器30、踏切支障報知装置操作器32が装着され、各電機機器間の配線がなされている。一方、支柱下部14Bの下端部には、鉄道設備基礎10の、台座20上に密着する取付座34が固定されている。   On the other hand, the railroad crossing alarm 12 used in combination with the railway facility foundation 10 has a split structure in which the support 14 is at a predetermined position in the longitudinal direction. The support column 14 is divided into a support column upper part 14A (FIG. 2A) and a support column lower part 14B (FIG. 2C), and the support column upper part 14A is the main functional component of the crossing alarm 12. A warning sign 24, a warning light 26, a speaker 28, a direction indicator 30, and a crossing trouble informing device operating device 32 are mounted, and wiring between each electrical device is made. On the other hand, a mounting seat 34 that is in close contact with the pedestal 20 of the railroad equipment foundation 10 is fixed to the lower end portion of the column lower portion 14B.

図示の例では、取付座34は、鉄道設備基礎10の台座20と同様に、円形の板材からなり、ボルト22を挿通するボルト挿通穴34aが形成されている。このボルト挿通穴32aについても、支柱下部14Bの中心軸を基準とする円弧状をなして、等間隔に4箇所形成されている。又、取付座34を補強するためのリブ36が、支柱下部14Bの周方向に、90度の等間隔で四箇所に設けられている。又、リブ36は、取付座34の上面と支柱下部14Bとの間に固定されている。更に、支柱下部14Bの上端部には、支柱上部14Aとの連結部38が設けられており、この連結部38を支柱上部14Aに挿入し、支柱上部14Aのねじ穴40及び支柱下部14Bのねじ穴42(図2(b))を一致させた状態で、止めねじ44(図1(a))により、両者を固定するものである。   In the illustrated example, the mounting seat 34 is made of a circular plate material and has a bolt insertion hole 34 a through which the bolt 22 is inserted, like the base 20 of the railway facility foundation 10. The bolt insertion holes 32a are also formed at four locations at equal intervals in an arc shape with the central axis of the column lower portion 14B as a reference. Further, ribs 36 for reinforcing the mounting seat 34 are provided at four locations at equal intervals of 90 degrees in the circumferential direction of the lower column 14B. The rib 36 is fixed between the upper surface of the mounting seat 34 and the lower column 14B. Further, a connecting portion 38 to the support column upper portion 14A is provided at the upper end portion of the support column lower portion 14B. The connecting portion 38 is inserted into the support column upper portion 14A, and the screw holes 40 of the support column upper portion 14A and the screws of the support column lower portion 14B. Both are fixed by a set screw 44 (FIG. 1A) in a state where the holes 42 are aligned (FIG. 2B).

各部の寸法例は、以下の通りである。踏み切り警報機12の支柱14の長さが4100mmであるとき、これに組み合わされる鉄道設備基礎10の、基部16の長さが1400mm、直径約140mm、厚み6.5mmである。又、根かせ18の縦横寸法が735mm×170mm、台座20は直径500mm、厚み16mmである。
なお、これらの数値はあくまでも一例であり、設置される鉄道設備の大きさ、重量等に応じて、設置後の安定性が確保されるように、各部の大きさ、形状も最適化されるものである。
The example of a dimension of each part is as follows. When the length of the column 14 of the crossing alarm 12 is 4100 mm, the length of the base 16 of the railway equipment foundation 10 combined therewith is 1400 mm, the diameter is about 140 mm, and the thickness is 6.5 mm. Further, the vertical and horizontal dimensions of the root shaving 18 are 735 mm × 170 mm, the pedestal 20 has a diameter of 500 mm, and a thickness of 16 mm.
These numbers are only examples, and the size and shape of each part are optimized to ensure stability after installation according to the size and weight of the installed railway equipment. It is.

踏切警報機12を地盤に設置する際には、図3に示されるように、地盤GLに、少なくとも鉄道設備基礎10の、台座20の投影面積以上の面積で、かつ、基部16の先端が着地した状態で台座20の上面が地表面から露出する深さの穴50を掘削する。そして、穴50に鉄道設備基礎10を配置する。この際、台座20の取付穴20b(図1(b))にフック(図示省略)を装着し、フックにワイヤーを掛け、クレーンで吊り上げることができる。又、台座20のボルト挿通穴20aにワイヤーを掛けることも可能である。
そして、台座20が地表面から露出するようにして、基部16と根かせ18と穴50との隙間を、穴50を掘削した際に生じた土や砂利等で埋める。例えば、鉄道設備基礎10の基部16は、地盤GLの表面から1200mmの深さまで埋まり、基部16及び根かせ18は、台座20の下面から200mmの長さが、地表面から露出するようにして設置される。地盤GLへの鉄道設備基礎10の設置が完了した後、台座20に支柱下部14Bの取付座34を固定し、支柱下部14Bの連結部38に、支柱上部14Aを連結する。
又、鉄道設備基礎10を撤去する際には、台座20から支柱下部14Bの取付座34を取り外す。そして、地表面から露出した状態の台座20を、基部16の延長方向へと引上げて、基部16と根かせ18とを地盤GLから抜取ることで、撤去作業を完了させる。
When the railroad crossing alarm 12 is installed on the ground, as shown in FIG. 3, the ground GL has an area that is at least the projected area of the pedestal 20 of the railway equipment foundation 10 and the tip of the base 16 is landed. In this state, a hole 50 having a depth at which the upper surface of the base 20 is exposed from the ground surface is excavated. Then, the railroad equipment foundation 10 is placed in the hole 50. At this time, a hook (not shown) can be attached to the mounting hole 20b (FIG. 1 (b)) of the pedestal 20, and a wire can be hung on the hook and lifted by a crane. It is also possible to hang a wire on the bolt insertion hole 20a of the base 20.
Then, the pedestal 20 is exposed from the ground surface, and the gaps between the base 16, the roots 18, and the holes 50 are filled with soil, gravel, or the like generated when the holes 50 are excavated. For example, the base 16 of the railway equipment foundation 10 is buried to a depth of 1200 mm from the surface of the ground GL, and the base 16 and the root shank 18 are installed so that a length of 200 mm from the lower surface of the pedestal 20 is exposed from the ground surface. Is done. After the installation of the railway facility foundation 10 on the ground GL is completed, the mounting seat 34 of the lower column 14B is fixed to the pedestal 20, and the upper column 14A is connected to the connecting portion 38 of the lower column 14B.
Further, when removing the railway facility foundation 10, the mounting seat 34 of the column lower portion 14 </ b> B is removed from the pedestal 20. Then, the pedestal 20 exposed from the ground surface is pulled up in the extending direction of the base portion 16, and the base portion 16 and the root shank 18 are removed from the ground GL, thereby completing the removal operation.

さて、上記構成をなす本発明の実施の形態によれば、次のような作用効果を得ることが可能である。
まず、本発明の実施の形態に係る鉄道設備基礎10は、管材によって構成された基部16が地盤GLに埋設されることで、基部16に掛かる土圧によって、鉄道設備基礎10の姿勢が安定するものである。又、基部16の周方向に所定間隔を空けて複数配置された、板材からなる根かせ18も、基部16と共に地盤GLに埋設されることで、根かせ18の表面にも土圧が掛かる。そして、踏切警報機12の支柱14が倒れるような外力を、様々な方向から受けるような場合であっても、様々な方向に設置された複数の根かせ18によって、土中における基部16の姿勢変化を抑制する抗力を発生することが可能となる。
Now, according to the embodiment of the present invention configured as described above, the following operational effects can be obtained.
First, in the railway equipment foundation 10 according to the embodiment of the present invention, the posture of the railway equipment foundation 10 is stabilized by the earth pressure applied to the base portion 16 because the base portion 16 made of pipe material is embedded in the ground GL. Is. In addition, a plurality of root skein 18 made of a plate material arranged at predetermined intervals in the circumferential direction of the base part 16 is embedded in the ground GL together with the base part 16 so that earth pressure is also applied to the surface of the root skein 18. And even if it is a case where the external force which falls the support | pillar 14 of the level crossing warning device 12 falls from various directions, the attitude | position of the base 16 in the soil by the multiple roots 18 installed in various directions It becomes possible to generate a drag that suppresses the change.

又、基部16の上端部に配置された台座20に、踏切警報機12の支柱14が据え付けられた状態で、基部16が支柱14の延長線上に位置して一体の棒状をなすように構成されていることで、踏切警報機12の支柱14が倒れるような外力を受けるような場合であっても、支柱14から台座20を介して、支柱14の延長線上に位置する基部16によりその力を効率的に受け止め、踏切警報機12の傾倒を抑制することができる。   In addition, the base 16 is arranged on an extension line of the support column 14 in a state where the support 14 of the railroad crossing alarm 12 is installed on the pedestal 20 arranged at the upper end of the base 16 so as to form an integral rod shape. Therefore, even when an external force that causes the support 14 of the railroad crossing alarm 12 to fall down is received, the force is applied from the support 14 via the pedestal 20 to the base 16 positioned on the extension line of the support 14. It can be received efficiently and the tilt of the railroad crossing alarm 12 can be suppressed.

そして、鉄道設備基礎10が、基部16を構成する鋼管材、根かせ18を構成する鋼板材及び台座20を構成する鋼板材からなるものであり、鉄道設備基礎10自体の重量に頼ることなく、地盤GLに設置された状態での安定性を確保し、鉄道設備基礎10自体の重量の軽減を図ることが可能となる。又、設置現場で基礎の造成工事を行うことなく、完成状態の鉄道設備基礎10を設置現場に搬入することで、設置作業に要する時間を短縮することが可能となる。   And the railroad equipment foundation 10 consists of the steel pipe material which comprises the base 16, the steel plate material which comprises the rooting 18, and the steel plate material which comprises the base 20, and it does not depend on the weight of the railroad equipment foundation 10 itself, It is possible to secure the stability in the state where it is installed on the ground GL, and to reduce the weight of the railway facility foundation 10 itself. In addition, it is possible to reduce the time required for the installation work by carrying the completed railway equipment foundation 10 to the installation site without performing foundation creation work at the installation site.

又、踏切警報機12の支柱14は、鉄道設備基礎10の台座20に対し着脱自在に据え付けられることから、必要に応じて、本鉄道設備基礎10と踏切警報機12の支柱14とを一体又は別体に設置、撤去することが可能となり、搬送作業及び設置作業の最適化を図ることが可能となる。又、異なる踏切警報機12や、異なる鉄道設備(例えば、踏切遮断機その他箱状の機器等)と組み合わせて、本鉄道設備基礎10を再利用することも可能となる。更に、本鉄道設備基礎10は、上述の如く地盤GLに設置された状態での安定性が確保されるものであることから、必要に応じて、仮設用の基礎としてのみならず、常設用の基礎としても使用することが可能となる。   Further, since the post 14 of the railroad crossing alarm 12 is detachably installed on the pedestal 20 of the railroad equipment foundation 10, the railroad equipment base 10 and the post 14 of the railroad crossing alarm 12 are integrated with each other as necessary. It can be installed and removed separately, and the conveyance work and the installation work can be optimized. Further, the railway facility foundation 10 can be reused in combination with different railroad crossing alarms 12 and different railroad facilities (for example, railroad crossing breakers and other box-like devices). Furthermore, since this railway equipment foundation 10 ensures stability when installed on the ground GL as described above, it can be used not only as a temporary foundation but also as a permanent foundation. It can also be used as a basis.

又、本発明の実施の形態に係る鉄道設備基礎10は、根かせ18の基部16からの突出量が、平面視で台座20よりも外側に突出しないように形成されていることから、本鉄道設備基礎10を設置する際に、地盤GLに対して台座18の投影面積程度の穴50(図3)を掘削することで、基部16及び根かせ18を埋設することが可能となる。又、根かせ18による上述の傾倒抑制機能を発揮しつつ、本鉄道設備基礎10を撤去すべく、台座20を基部16の延長方向へと引上げる際の、引き抜き抵抗の過大な増加を防ぐことが可能となる。   Moreover, the railway equipment foundation 10 according to the embodiment of the present invention is formed so that the protruding amount of the root skein 18 from the base 16 does not protrude outward from the pedestal 20 in plan view. When the equipment foundation 10 is installed, the base 16 and the skein 18 can be embedded by excavating a hole 50 (FIG. 3) having a projection area of the base 18 with respect to the ground GL. Moreover, while exhibiting the above-described tilt suppression function by the root shaving 18, it is possible to prevent an excessive increase in the pulling resistance when the base 20 is pulled up in the extending direction of the base portion 16 in order to remove the railway equipment base 10. Is possible.

又、本発明の実施の形態に係る鉄道設備基礎10は、根かせ18の基部16からの突出量が、上端部18aに対して下端部18bが小さくなるように形成されていることから、鉄道設備基礎10を撤去すべく、地盤GLの上方へと引き抜く際に、根かせ18が引き抜き方向に対するいわゆるアンダーカットを構成することがなく、引き抜き抵抗の過大な増加を防ぐことが可能となる。
又、根かせ18の上端部18aが、台座20の下面に固定されていることにより、台座20は根かせ18を介して基部16に強固に保持される。よって、鉄道設備基礎10を撤去すべく、台座20を基部16の延長方向へと引上げる際に、台座20の変形を防ぐことが可能となる。
Moreover, since the railroad equipment foundation 10 according to the embodiment of the present invention is formed such that the protruding amount of the root shank 18 from the base portion 16 is smaller at the lower end portion 18b than the upper end portion 18a. In order to remove the equipment foundation 10, the root shank 18 does not constitute a so-called undercut with respect to the drawing direction when it is pulled out above the ground GL, and an excessive increase in the drawing resistance can be prevented.
Further, since the upper end portion 18 a of the root shaving 18 is fixed to the lower surface of the pedestal 20, the pedestal 20 is firmly held on the base portion 16 via the root shaving 18. Therefore, it is possible to prevent the base 20 from being deformed when the base 20 is pulled up in the extending direction of the base 16 in order to remove the railway facility foundation 10.

又、本発明の実施の形態に係る鉄道設備基礎10は、踏切警報機12の支柱14の下端部を据え付けるための、台座20に形成されたボルト挿通穴20aが、基部16の中心軸を基準とする円弧状に形成されていることにより、支柱14を本鉄道設備基礎10に据え付ける際に、又は、据え付けた後においても、ボルト挿通穴20aの円弧状に沿って、支柱14を台座20上で回転させ、踏切警報機12の設置方向を調整することが可能となる。なお、本実施の形態では、支柱下部14Bの取付座34にも、鉄道設備基礎10の台座20と同様に、ボルト22を挿通する円弧状のボルト挿通穴34aが形成されていることから、双方のボルト挿通穴20a、34aの延びる範囲内で、踏切警報機12の設置方向を調整することが可能である。
更に、台座20には、フックを着脱自在に固定するための取付穴20bが形成されていることから、本鉄道設備基礎10の設置時又は撤去時に、台座20の取付穴20bにフックを装着し、フックを用いて本鉄道設備基礎10の吊り上げを行うことが可能となる。
Further, in the railway facility foundation 10 according to the embodiment of the present invention, the bolt insertion hole 20a formed in the base 20 for installing the lower end portion of the post 14 of the railroad crossing alarm 12 is based on the central axis of the base portion 16. The post 14 is mounted on the base 20 along the arc of the bolt insertion hole 20a when the post 14 is installed on the railway equipment foundation 10 or after installation. It is possible to adjust the installation direction of the railroad crossing alarm 12 by rotating the crossing alarm. In the present embodiment, since the mounting seat 34 of the column lower part 14B is also formed with an arc-shaped bolt insertion hole 34a through which the bolt 22 is inserted, similarly to the pedestal 20 of the railway facility foundation 10, both It is possible to adjust the installation direction of the railroad crossing alarm 12 within a range in which the bolt insertion holes 20a, 34a extend.
Furthermore, since the mounting hole 20b for detachably fixing the hook is formed in the pedestal 20, the hook is mounted on the mounting hole 20b of the pedestal 20 when the railway equipment foundation 10 is installed or removed. It becomes possible to lift the railway equipment foundation 10 using a hook.

10:鉄道設備基礎、12:踏切警報機、14:支柱、14A:支柱上部、14B:支柱下部、16:基部、18:根かせ、18a:上端辺、18b:下端辺、20:台座、20a:ボルト挿通穴、20b:取付穴   10: Railroad equipment foundation, 12: Railroad crossing alarm, 14: Post, 14A: Upper part of the post, 14B: Lower part of the post, 16: Base, 18: Skein, 18a: Upper edge, 18b: Lower edge, 20: Pedestal, 20a : Bolt insertion hole, 20b: Mounting hole

Claims (7)

鉄道設備を地盤に設置するための基礎であって、
管材によって構成された基部と、該基部の周方向に所定間隔を空けて複数配置された、板材からなる根かせと、前記基部の上端部に配置された、鉄道設備を着脱自在に据え付けるための板材からなる台座とを有することを特徴とする鉄道設備基礎。
It is the basis for installing railway equipment on the ground,
A base part constituted by a pipe, a plurality of roots made of a plate material arranged at predetermined intervals in the circumferential direction of the base part, and a railroad equipment arranged at the upper end part of the base part for detachably installing A railway equipment foundation comprising a base made of plate material.
前記根かせの前記基部からの突出量が、平面視で前記台座よりも外側に突出しないように形成されていることを特徴とする請求項1記載の鉄道設備基礎。 The railroad equipment foundation according to claim 1, wherein the protruding amount of the root shank from the base portion is formed so as not to protrude outward from the pedestal in a plan view. 前記根かせの前記基部からの突出量が、上端部に対して下端部が小さくなるように形成されていることを特徴とする請求項2記載の鉄道設備基礎。 The railroad equipment foundation according to claim 2, wherein a protruding amount of the root shank from the base is formed such that a lower end is smaller than an upper end. 前記根かせの上端部が、前記台座の下面に固定されていることを特徴とする請求項1から3のいずれか1項記載の鉄道設備基礎。 The railway equipment foundation according to any one of claims 1 to 3, wherein an upper end portion of the root shank is fixed to a lower surface of the pedestal. 鉄道設備の下端部を据え付けるための、前記台座に形成されたボルト挿通穴が、前記基部の中心軸を基準とする円弧状に形成されていることを特徴とする請求項1から4のいずれか1項記載の鉄道設備基礎。 5. The bolt insertion hole formed in the pedestal for installing the lower end portion of a railway facility is formed in an arc shape with reference to the central axis of the base portion. Railway equipment foundation described in item 1. 前記台座に、フックを着脱自在に固定するための取付穴が形成されていることを特徴とする請求項1から5のいずれか1項記載の鉄道設備基礎。 The railway equipment foundation according to any one of claims 1 to 5, wherein a mounting hole for detachably fixing the hook is formed in the pedestal. 請求項1から6記載の鉄道設備基礎の設置方法であって、
鉄道設備基礎を設置する地盤に、少なくとも前記台座の投影面積以上の面積で、かつ、前記基部の先端が着地した状態で前記台座の上面が地表面から露出する深さの穴を掘削し、該穴に鉄道設備基礎を配置して、前記台座が地表面から露出するようにして、前記基部と前記根かせと、前記穴との隙間を埋めることを特徴とする鉄道設備基礎の設置方法。
A method for installing a railway equipment foundation according to claim 1,
Excavating a hole having a depth that exposes the upper surface of the pedestal from the ground surface with an area at least larger than the projected area of the pedestal and a tip of the base landing on the ground on which the railway facility foundation is installed; A railroad equipment foundation installation method, wherein a railroad equipment foundation is disposed in a hole so that the pedestal is exposed from the ground surface, and a gap between the base, the root skein, and the hole is filled.
JP2013138112A 2013-07-01 2013-07-01 Railway equipment foundation and installation method Active JP6284262B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013138112A JP6284262B2 (en) 2013-07-01 2013-07-01 Railway equipment foundation and installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013138112A JP6284262B2 (en) 2013-07-01 2013-07-01 Railway equipment foundation and installation method

Publications (2)

Publication Number Publication Date
JP2015010424A true JP2015010424A (en) 2015-01-19
JP6284262B2 JP6284262B2 (en) 2018-02-28

Family

ID=52303823

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013138112A Active JP6284262B2 (en) 2013-07-01 2013-07-01 Railway equipment foundation and installation method

Country Status (1)

Country Link
JP (1) JP6284262B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107142865A (en) * 2017-07-04 2017-09-08 冯云鹏 A kind of road and bridge construction, which is used, is easy to mobile alarm set
JP2020037780A (en) * 2018-09-03 2020-03-12 東電設計株式会社 Pile foundation

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS495273Y1 (en) * 1970-12-29 1974-02-07
JPS57140564U (en) * 1981-02-27 1982-09-03
JPS59167839U (en) * 1983-04-26 1984-11-10 関西電力株式会社 Support structure for the buried part of the column
JPS61257538A (en) * 1985-05-10 1986-11-15 Tsuguhiko Watanabe Foundation for supporting structure on land and its setting
JPH05209415A (en) * 1992-01-29 1993-08-20 Nippon Chikou Kk Panzer mast foundation pile and driving method therefor
JPH0635302U (en) * 1992-10-20 1994-05-10 日本信号株式会社 Sign board
JP2002021097A (en) * 2000-07-10 2002-01-23 Tokyo Electric Power Co Inc:The Installation method for leg member of tower type structure and device used therefor
JP2004197322A (en) * 2002-12-16 2004-07-15 Fuji Purekon Kk Foundation for railroad crossing signal
JP2006207286A (en) * 2005-01-28 2006-08-10 Atsushi Nakaya Spiral pile with centering function
JP2007205108A (en) * 2006-02-03 2007-08-16 Sankin B & G Kk Joint structure of foundation pile and strut of building and the foundation pile used therefor
JP2008184884A (en) * 2007-01-31 2008-08-14 East Japan Railway Co Foundation steel pipe material for supporting electric traction and its manufacturing method

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS495273Y1 (en) * 1970-12-29 1974-02-07
JPS57140564U (en) * 1981-02-27 1982-09-03
JPS59167839U (en) * 1983-04-26 1984-11-10 関西電力株式会社 Support structure for the buried part of the column
JPS61257538A (en) * 1985-05-10 1986-11-15 Tsuguhiko Watanabe Foundation for supporting structure on land and its setting
JPH05209415A (en) * 1992-01-29 1993-08-20 Nippon Chikou Kk Panzer mast foundation pile and driving method therefor
JPH0635302U (en) * 1992-10-20 1994-05-10 日本信号株式会社 Sign board
JP2002021097A (en) * 2000-07-10 2002-01-23 Tokyo Electric Power Co Inc:The Installation method for leg member of tower type structure and device used therefor
JP2004197322A (en) * 2002-12-16 2004-07-15 Fuji Purekon Kk Foundation for railroad crossing signal
JP2006207286A (en) * 2005-01-28 2006-08-10 Atsushi Nakaya Spiral pile with centering function
JP2007205108A (en) * 2006-02-03 2007-08-16 Sankin B & G Kk Joint structure of foundation pile and strut of building and the foundation pile used therefor
JP2008184884A (en) * 2007-01-31 2008-08-14 East Japan Railway Co Foundation steel pipe material for supporting electric traction and its manufacturing method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107142865A (en) * 2017-07-04 2017-09-08 冯云鹏 A kind of road and bridge construction, which is used, is easy to mobile alarm set
CN107142865B (en) * 2017-07-04 2019-11-08 施伟红 A kind of road and bridge construction alarm set easy to remove
JP2020037780A (en) * 2018-09-03 2020-03-12 東電設計株式会社 Pile foundation

Also Published As

Publication number Publication date
JP6284262B2 (en) 2018-02-28

Similar Documents

Publication Publication Date Title
JP6284262B2 (en) Railway equipment foundation and installation method
KR102708174B1 (en) Protection device for sea water cable
US9518402B1 (en) Anchoring system
JP6356441B2 (en) Suspended anchor structure and tunnel construction method
KR101370585B1 (en) Electric Pole Removal Device
KR101422780B1 (en) Flexible type fix apparatus of wire lope for rockslide preventing net and constructing method of rockslide preventing net using this
CN206625584U (en) It is located at the lattice column accurate positioning device of existing below ground for designing capital
JP5886217B2 (en) Mounting tool for overhead wire loading device and method for mounting overhead wire loading device using the same
US2420478A (en) Underground cable distributing unit
JP2016151162A (en) Pile head treatment method and charge holder
JP6223874B2 (en) Lifting device and method of attaching and removing pole using the same
KR102019917B1 (en) Apparatus for embedding pipe support
JP4313431B1 (en) Forming support device for box extraction and installation method thereof
KR200176097Y1 (en) Fixing structure of post
JP2014031714A (en) Wooden pole support device
KR101400014B1 (en) Scaffold for preventing fall
JP2020054158A (en) Wiring shelf installation structure
JP2015017385A (en) Steel pipe pole and installation method of the same
JP6477289B2 (en) How to install the packer plate
KR101505453B1 (en) A Information Indicator and protector of the Underground Pipe
JP2013083084A (en) Relocatable stone-fall protective net, and method of relocating stone-fall protective net
KR200262349Y1 (en) Device for indicating the height of underground line indicator
JP3203722U (en) Safety pole
JP2017067090A (en) Base for underground pipe and method for re-burying underground pipe
KR200205764Y1 (en) Traffic an institution protector

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160620

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20170424

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20170607

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170801

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: 20180124

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20180129

R150 Certificate of patent or registration of utility model

Ref document number: 6284262

Country of ref document: JP

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