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JP6779740B2 - Elevated structure inspection method - Google Patents
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JP6779740B2 - Elevated structure inspection method - Google Patents

Elevated structure inspection method Download PDF

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JP6779740B2
JP6779740B2 JP2016202089A JP2016202089A JP6779740B2 JP 6779740 B2 JP6779740 B2 JP 6779740B2 JP 2016202089 A JP2016202089 A JP 2016202089A JP 2016202089 A JP2016202089 A JP 2016202089A JP 6779740 B2 JP6779740 B2 JP 6779740B2
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elevated structure
scaffolding
inspecting
forming member
elevated
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広茂 高野
広茂 高野
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Kochi Marutaka KK
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Description

本発明は人が直接点検することが可能な高架構造物点検装置、高架構造物点検装置の設置方法及び高架構造物点検装置を用いた点検方法に関する。 The present invention relates to an elevated structure inspection device that can be directly inspected by a person, an installation method of the elevated structure inspection device, and an inspection method using the elevated structure inspection device.

高架構造物には橋梁や道路等様々あり、例えば橋梁の場合点検が5年に一度義務づけられている。
点検のため高所作業をする場合は足場を組んだり、ゴンドラを吊り下げたりして作業員が点検を行っていた。
しかし足場を組むには時間と労力がかかり、ゴンドラを用いた場合は風にあおられる危険があった。
There are various types of elevated structures such as bridges and roads. For example, in the case of bridges, inspection is obligatory once every five years.
When working at heights for inspection, workers were inspecting by building scaffolding or hanging gondola.
However, it took time and effort to build a foothold, and there was a danger of being hit by the wind when using a gondola.

特許文献1には橋梁上に配置され、該橋梁に沿って移動可能な第1支持台車と、 橋梁上に配置され、該橋梁に沿って前記第1支持台車とともに移動可能な第2支持台車と、 前記第1支持台車に設けられた支持台に取付けられ、前記橋梁の一方の側方において下方に向けて延びる第1吊り下げ支持体と、前記第2支持台車に設けられた支持台に取付けられ、前記橋梁の他方の側方において下方に向けて延びる第2吊り下げ支持体と、入れ子構造により長手方向に伸縮可能に構成されて前記第1吊り下げ支持体の下端に取付けられ、前記橋梁の下側に向けて水平に延びる第1ビーム体と、入れ子構造により長手方向に伸縮可能に構成されて前記第2吊り下げ支持体の下端に取付けられ、前記橋梁の下側に向けて水平に延びるとともに先端において前記第1ビーム体の先端に連結される第2ビーム体と、 前記第1ビーム体の上部と前記第2ビーム体の上部とに設けられたガイドレール上を移動可能な点検用機器と、を有することを特徴とする橋梁点検装置が記載されている。 Patent Document 1 describes a first support trolley arranged on a bridge and movable along the bridge, and a second support trolley arranged on the bridge and movable together with the first support trolley along the bridge. , Attached to a support base provided on the first support carriage and extending downward on one side of the bridge, and attached to a support base provided on the second support carriage. A second suspension support that extends downward on the other side of the bridge, and a nested structure that is stretchable in the longitudinal direction and is attached to the lower end of the first suspension support. A first beam body that extends horizontally toward the lower side and a first beam body that is stretchable in the longitudinal direction due to a nested structure and are attached to the lower end of the second suspension support and horizontally toward the lower side of the bridge. For inspection, the second beam body that extends and is connected to the tip of the first beam body at the tip, and guide rails provided on the upper part of the first beam body and the upper part of the second beam body can be moved. A bridge inspection device characterized by having an apparatus is described.

特許文献1に記載されている橋梁点検装置では点検用機械が点検を行うことで上記の問題は解決できるが、作業員が打音検査や目視で確認するのと比べ精度が悪かった。 In the bridge inspection device described in Patent Document 1, the above problem can be solved by inspecting by an inspection machine, but the accuracy is inferior to that of a worker performing a tapping sound inspection or visual confirmation.

特開2016−41861号公報Japanese Unexamined Patent Publication No. 2016-41861

本発明は、従来の課題を解決すべく点検作業員の安全を確保しつつ点検することができ、かつ点検装置を容易に設置できる高架構造物点検装置及びその設置方法並びに高架構造物点検方法を提供する。 The present invention provides an elevated structure inspection device, an installation method thereof, and an elevated structure inspection method, which can be inspected while ensuring the safety of inspection workers and can easily install the inspection device in order to solve the conventional problems. provide.

本発明の高架構造物点検装置は、橋梁などの高架構造物の下面を点検するための高架構造物の点検装置の設置方法は、
高架構造物の両側縁それぞれの近傍に設置され、高架構造物の下面よりも下方まで延びる吊り下げ部をそれぞれ有する第1の支持手段および第2の支持手段と、
前記第1の支持手段における吊り下げ部の下端側に取付けられ、該吊り下げ部の軸線に対し交差する方向に沿って、伸長位置と退縮位置との間を伸縮可能な足場形成部材と、足場形成部材を伸長位置と退縮位置との間で伸縮させる伸縮手段と、を含む足場手段と、
前記第1の支持手段に備えられ、前記足場手段を前記第1の支持手段の吊り下げ部の軸線の周りに回動させる回動手段と、
前記第2の支持手段における吊り下げ部の下端側と、伸長状態にある前記足場形成部材の先端側とを、着脱可能に接続する接続手段と、
を備えることを特徴とする高架構造物点検装置である。
In the elevated structure inspection device of the present invention, the method of installing the elevated structure inspection device for inspecting the lower surface of an elevated structure such as a bridge is as follows.
A first support means and a second support means, which are installed in the vicinity of each of the both side edges of the elevated structure and have a hanging portion extending below the lower surface of the elevated structure, respectively.
A scaffold forming member which is attached to the lower end side of the hanging portion in the first supporting means and can expand and contract between the extension position and the retracted position along a direction intersecting the axis of the hanging portion, and a scaffold. A scaffolding means including a telescopic means for expanding and contracting the forming member between an extension position and a retracted position, and a scaffolding means.
A rotating means provided in the first supporting means and rotating the scaffolding means around the axis of the hanging portion of the first supporting means.
A connecting means for detachably connecting the lower end side of the hanging portion in the second supporting means and the tip end side of the scaffolding forming member in an extended state.
It is an elevated structure inspection device characterized by being provided with.

本発明の高架構造物の設置方法は、橋梁などの高架構造物の下面を点検するための高架構造物点検装置であって、
高架構造物の両側縁それぞれの近傍に設置され、高架構造物の下面よりも下方まで延びる吊り下げ部をそれぞれ有する第1の支持手段および第2の支持手段と、
前記第1の支持手段における吊り下げ部の下端側に取付けられ、該吊り下げ部の軸線に対し交差する方向に沿って、伸長位置と退縮位置との間を伸縮可能な足場形成部材と、足場形成部材を伸長位置と退縮位置との間で伸縮させる伸縮手段と、を含む足場手段と、
前記第1の支持手段に備えられ、前記足場手段を前記第1の支持手段の吊り下げ部の軸線の周りに回動させる回動手段と、を用い、
前記第2の支持手段を、吊り下げ部の下端が高架構造物の下面よりも下方に位置するように、高架構造物の一方の側縁の近傍に設置する工程、
前記足場手段を、前記第1の支持手段の吊り下げ部の下端側に取付ける工程、
前記第1の支持手段に取付けた前記足場手段を、高架構造物の下面よりも下方に位置させる工程、
前記第1の支持手段を、高架構造物の他方の側縁の近傍に設置する工程、
前記回動手段によって前記足場手段を回動させて、前記足場手段の足場形成部材の伸縮方向が、前記第2の支持手段の吊り下げ部へ向かう方向となるように調整する工程、
前記伸縮手段によって前記足場手段の足場形成部材を、前記第2の支持手段の吊り下げ部の下端側に到達するまで伸長させる工程、および
前記足場形成部材の先端側を、前記第2の支持手段の吊り下げ部の下端側に着脱可能に接続する工程、
を含むことを特徴とする、高架構造物点検装置の設置方法である。
The method for installing an elevated structure of the present invention is an elevated structure inspection device for inspecting the lower surface of an elevated structure such as a bridge.
A first support means and a second support means, which are installed in the vicinity of each of the both side edges of the elevated structure and have a hanging portion extending below the lower surface of the elevated structure, respectively.
A scaffold forming member which is attached to the lower end side of the hanging portion in the first supporting means and can expand and contract between the extension position and the retracted position along a direction intersecting the axis of the hanging portion, and a scaffold. A scaffolding means including a telescopic means for expanding and contracting the forming member between an extension position and a retracted position, and a scaffolding means.
A rotating means provided in the first supporting means and rotating the scaffolding means around the axis of the hanging portion of the first supporting means is used.
A step of installing the second support means in the vicinity of one side edge of the elevated structure so that the lower end of the hanging portion is located below the lower surface of the elevated structure.
The step of attaching the scaffolding means to the lower end side of the hanging portion of the first supporting means,
A step of locating the scaffolding means attached to the first support means below the lower surface of the elevated structure.
The step of installing the first support means in the vicinity of the other side edge of the elevated structure,
A step of rotating the scaffolding means by the rotating means and adjusting the expansion / contraction direction of the scaffolding forming member of the scaffolding means so as to be in the direction toward the hanging portion of the second supporting means.
The step of extending the scaffolding forming member of the scaffolding means by the telescopic means until it reaches the lower end side of the hanging portion of the second supporting means, and the tip end side of the scaffolding forming member of the second supporting means. The process of detachably connecting to the lower end side of the hanging part of
It is a method of installing an elevated structure inspection device, which is characterized by including.

本発明の高架構造物点検方法は前記高架構造物点検装置を用いて、高架構造物の下面を検査することを特徴とする高架構造物点検方法である。 The elevated structure inspection method of the present invention is an elevated structure inspection method characterized in that the lower surface of the elevated structure is inspected by using the elevated structure inspection device.

本発明の高架構造物点検装置は、高架構造物の両側縁のそれぞれ近傍に第1の支持手段と第2の支持手段を設け、第1の支持手段と第2の支持手段の下端側で足場手段を支持できるので足場手段をしっかりと固定できる。
足場手段をしっかりと固定できるため作業員が安全に高架構造物を直接点検することができる。
加えて足場手段が伸縮可能であるため高架構造物の幅に合わせて足場手段の長さの調節を行うことが可能である。
In the elevated structure inspection device of the present invention, a first support means and a second support means are provided in the vicinity of both side edges of the elevated structure, and scaffolding is provided on the lower end side of the first support means and the second support means. Since the means can be supported, the scaffolding means can be firmly fixed.
Since the scaffolding means can be firmly fixed, the worker can safely and directly inspect the elevated structure.
In addition, since the scaffolding means can be expanded and contracted, the length of the scaffolding means can be adjusted according to the width of the elevated structure.

本発明の高架構造物点検装置の設置方法は、高架構造物の両側縁のそれぞれ近傍に第1の支持手段と第2の支持手段を設けることで、作業車を駐車するために通行制限を行わなくともよい。
加えて足場手段が伸縮可能であるため高架構造物の幅に合わせて調節を行うことが可能である。
In the method of installing the elevated structure inspection device of the present invention, the passage is restricted in order to park the work vehicle by providing the first support means and the second support means in the vicinity of both side edges of the elevated structure. It doesn't have to be.
In addition, since the scaffolding means can be expanded and contracted, it can be adjusted according to the width of the elevated structure.

本発明の高架構造物点検方法を用いることで、作業員が安全かつ直接高架構造物の点検を行うことが可能である。 By using the elevated structure inspection method of the present invention, it is possible for a worker to safely and directly inspect the elevated structure.

第2の支持手段を高架構造物の一方の側縁近傍に設置した後、第1の支持手段を高架構造物の他方の側縁近傍に設置するためクレーンで吊るした様子を示す図である。It is a figure which shows the state that after the 2nd support means was installed near one side edge of an elevated structure, the 1st support means was suspended by a crane for installing near the other side edge of an elevated structure. 第1の支持手段を高架構造物の側縁近傍に設置した様子を示す図である。It is a figure which shows the appearance which the 1st support means was installed near the side edge of an elevated structure. 第1の支持手段を高架構造物に設置した後、足場手段を回動させた様子を示す図である。It is a figure which shows the state that the scaffolding means was rotated after the first support means was installed in an elevated structure. 足場手段を伸張させて第2の支持手段の吊り下げ部の下端側に到達させ第2の支持手段に接続した様子を示す図である。It is a figure which shows the state which extended the scaffolding means, reached the lower end side of the hanging part of the 2nd support means, and connected to the 2nd support means. 足場手段を吊り下げ部の軸線方向に移動させ、高架構造物の下面に接近させた図である。It is the figure which moved the scaffolding means in the axial direction of the suspension part, and brought it close to the lower surface of an elevated structure.

本発明を以下に詳述するが、本発明は本明細書の記載に限定されず、また従来技術を適宜利用してもよい。 The present invention will be described in detail below, but the present invention is not limited to the description of the present specification, and the prior art may be appropriately used.

本発明の高架構造物点検装置について図4を用いて説明する。
本発明に係る高架構造物(B)は例えば吊り橋やトラス橋等の橋、高速道路や高架線路等をいい、高架構造物の種類は特に限定しない。
図1乃至図5では高架構造物(B)を幅方向の断面図で表しかつ橋脚は仮想線で表しているが、本発明の高架構造物の構造はこれに限定されない。
The elevated structure inspection device of the present invention will be described with reference to FIG.
The elevated structure (B) according to the present invention refers to, for example, a bridge such as a suspension bridge or a truss bridge, an expressway or an elevated railway, and the type of the elevated structure is not particularly limited.
In FIGS. 1 to 5, the elevated structure (B) is represented by a cross-sectional view in the width direction and the pier is represented by a virtual line, but the structure of the elevated structure of the present invention is not limited to this.

第1の支持手段(1)は高架構造物(B)に固定するための固定部(1a)、吊り下げ部(1b)、固定部(1a)と吊り下げ部(1b)を連結する連結部(1c)、及び足場手段(3)を取付けるための取付部(1d)を備えている。
第1の支持手段(1)はさらに高架構造物(B)を固定部(1a)に固定する固定手段、及び足場手段を取付部(1d)に取り付ける取付け手段を備えている。
第1の支持手段(1)は路側帯、側溝等の高架構造物の側縁近傍に設置され、固定手段によって固定される。
第1の支持手段(1)の下端側に足場手段(3)が取付部(1d)によって取り付けられ、取付部(1d)としてはボルトやピンなどを用いる。
第1の支持手段(1)は吊り下げ部(1b)に伸縮手段(4)を備えていてもよい。
伸縮手段(4)としては油圧シリンダーを用いてもよく、複数個所で伸縮するようにしてもよい。
第1の支持手段(1)を設置することで高架構造物(B)の下面(U)より低い位置に足場手段(3)を降ろすことができる。
第1の支持手段(1)はさらに足場手段(3)を前記第1の支持手段(1)の吊り下げ部(1b)の軸線の周りに回動させる回動手段(6)を備えている。
The first support means (1) is a fixing portion (1a) for fixing to the elevated structure (B), a hanging portion (1b), and a connecting portion for connecting the fixing portion (1a) and the hanging portion (1b). (1c) and a mounting portion (1d) for mounting the scaffolding means (3) are provided.
The first support means (1) further includes a fixing means for fixing the elevated structure (B) to the fixing portion (1a) and a mounting means for attaching the scaffolding means to the mounting portion (1d).
The first support means (1) is installed near the side edge of an elevated structure such as a roadside band or a gutter, and is fixed by the fixing means.
The scaffolding means (3) is attached to the lower end side of the first support means (1) by the attachment portion (1d), and bolts, pins, or the like are used as the attachment portion (1d).
The first support means (1) may be provided with a telescopic means (4) in the hanging portion (1b).
A hydraulic cylinder may be used as the expansion / contraction means (4), and expansion / contraction may be performed at a plurality of locations.
By installing the first support means (1), the scaffolding means (3) can be lowered at a position lower than the lower surface (U) of the elevated structure (B).
The first supporting means (1) further includes a rotating means (6) for rotating the scaffolding means (3) around the axis of the hanging portion (1b) of the first supporting means (1). ..

足場手段(3)は、吊り下げ部(1b)の軸線に対し交差する方向(例えば90度)に沿って、伸長位置と退縮位置との間を伸縮可能な足場形成部材と、足場形成部材を伸長位置と退縮位置との間で伸縮させる伸縮手段(7)と、を含む。足場手段(3)は第1の支持手段に対する取付部位(30)と第2の支持手段に対する取付部位(31)を有する。
足場形成部材は複数の板状体(3a)から構成され、縮小時に板状体(3a)が重なっていてもよい。
足場形成部材は軽量で強度の高い材質が好ましく、アルミニウムやカーボングラファイト等を用いることができる。
足場形成部材は伸縮手段(7)を備え、高架構造物(B)の幅に合わせて伸縮できるように構成されている。
伸縮手段(7)としては本出願人が出願した特願2014−117087に記載されているような方法を用いてもよく、複数のローラとワイヤーから構成されてもよい。
足場手段(3)は、吊り下げ部(1b)に対する取付部位(30)を中心として、伸長状態の足場形成部材に作用するモーメントを低減するための重錘(8)を含んでいてもよい。
足場手段(3)は、回動手段(6)や伸縮手段(7)を駆動するための電力を供給する発電機を含んでもよい。
この発電機は前記重錘(8)を兼用させることができる。
足場手段(3)には伸縮可能な手すりが設けられている方が作業員の安全性の確保の観点から好ましい。
手すりはロープやワイヤー等と滑車を用いて伸縮させてもよく、あるいは入れ子式の複数の筒状部材を延伸させてもよい。
The scaffolding means (3) includes a scaffolding forming member that can expand and contract between an extension position and a retracting position along a direction (for example, 90 degrees) that intersects the axis of the hanging portion (1b), and a scaffolding forming member. It includes an expansion / contraction means (7) that expands / contracts between an extension position and a retracted position. The scaffolding means (3) has an attachment portion (30) for the first support means and an attachment portion (31) for the second support means.
The scaffolding forming member is composed of a plurality of plate-shaped bodies (3a), and the plate-shaped bodies (3a) may overlap at the time of reduction.
The scaffolding forming member is preferably made of a lightweight and high-strength material, and aluminum, carbon graphite, or the like can be used.
The scaffolding forming member is provided with the telescopic means (7) and is configured to be stretchable according to the width of the elevated structure (B).
As the expansion / contraction means (7), a method as described in Japanese Patent Application No. 2014-117087 filed by the present applicant may be used, or may be composed of a plurality of rollers and wires.
The scaffolding means (3) may include a weight (8) for reducing the moment acting on the scaffolding forming member in the extended state, centering on the attachment portion (30) with respect to the hanging portion (1b).
The scaffolding means (3) may include a generator that supplies electric power to drive the rotating means (6) and the telescopic means (7).
This generator can also serve as the weight (8).
It is preferable that the scaffolding means (3) is provided with a stretchable handrail from the viewpoint of ensuring the safety of workers.
The handrail may be expanded or contracted using a rope, a wire or the like and a pulley, or a plurality of nested tubular members may be extended.

第2の支持手段(2)は路側帯、側溝等の高架構造物の側縁近傍に設置するための固定手段(2a)と、吊り下げ部(2b)、固定手段(2a)と吊り下げ部(2b)を連結する連結部(2c)を備える。吊り下げ部(2b)の下端部の取付部(2d)には足場手段(3)を固定する接続手段を備えていてもよい。接続手段としてはボルト、ピン、電磁石等を備えていてもよい。
さらに第2の支持手段(2)は伸縮手段(5)を備えていてもよく、例えば退縮位置で固定されたのち、鉛直方向に伸長してもよい。
伸縮手段(5)として例えば油圧シリンダーを用いてもよい。
伸長された足場手段(3)は接続手段によって第2の支持手段(2)に接続され固定される。
The second supporting means (2) is a fixing means (2a) for installing near the side edge of an elevated structure such as a roadside band or a gutter, a hanging portion (2b), a fixing means (2a) and a hanging portion. A connecting portion (2c) for connecting (2b) is provided. The attachment portion (2d) at the lower end of the suspension portion (2b) may be provided with a connecting means for fixing the scaffolding means (3). Bolts, pins, electromagnets, and the like may be provided as the connecting means.
Further, the second supporting means (2) may be provided with the expanding / contracting means (5), and may be fixed in the retracted position and then extended in the vertical direction, for example.
For example, a hydraulic cylinder may be used as the telescopic means (5).
The extended scaffolding means (3) is connected to and fixed to the second supporting means (2) by the connecting means.

第1の支持手段(1)及び第2の支持手段(2)は高架構造物(B)の長手方向に沿って移動するための走行手段をさらに備えていてもよく、走行手段としてはローラを用いてもよくレールを高架構造物上に敷設しレール上を移動させてもよい。
走行手段を備えることで、移動しながら高架構造物(B)の下面(U)を点検することができ効率的である。
The first support means (1) and the second support means (2) may further include a traveling means for moving along the longitudinal direction of the elevated structure (B), and the traveling means may include a roller. It may be used, or the rail may be laid on an elevated structure and moved on the rail.
By providing the traveling means, it is possible to inspect the lower surface (U) of the elevated structure (B) while moving, which is efficient.

走行手段は例えば発電機から供給される電気を用いて駆動されてもよく、あるいは遠隔操作で操作されてもよい。
走行手段は第1の支持手段(1)の移動速度と第2の支持手段(2)の移動速度を同じにするために、制御装置を備えていてもよくあるいは遠隔で操作されてもよい。
The traveling means may be driven by, for example, electricity supplied from a generator, or may be operated by remote control.
The traveling means may be provided with a control device or may be operated remotely in order to make the moving speed of the first supporting means (1) and the moving speed of the second supporting means (2) the same.

本発明の高架構造物点検装置は作業員(P)が足場手段(3)と高架構造物(B)の上面を往復するための昇降手段を備えていてもよい。
昇降手段は例えばはしごを用いることができる。
The elevated structure inspection device of the present invention may include an elevating means for the worker (P) to reciprocate between the scaffolding means (3) and the upper surface of the elevated structure (B).
For example, a ladder can be used as the lifting means.

次に高架構造物点検装置の設置方法について図面を用いて説明する。
図1に示す通り、まず足場手段(3)が取り付けられていない第2の支持手段(2)を、吊り下げ部の下端が高架構造物(B)の下面(U)よりも下方に位置するように、高架構造物の一方の側縁の近傍に設置し固定する。
足場手段(3)の足場形成部材の伸縮方向が高架構造物(B)の長手方向と平行になるように方向付け、次に足場手段(3)の取付け部位(30)を第1の支持手段(1)の吊り下げ部(1b)の下端側の取付部(1d)に取付けておく。
次に図2に示す通り第1の支持手段(1)をクレーン(C)で第2の支持手段(2)の設置場所と反対側の側縁近傍に設置する。このとき第1の支持手段(1)と第2の支持手段(2)を結んだ仮想線は高架構造物(B)の長手方向と垂直になるよう設置し、その後第1の支持手段(1)を側縁近傍に固定する。
この固定により第1の支持手段(1)に取り付けた前記足場手段(3)が、高架構造物(B)の下面(U)よりも下方に配置される。
Next, the installation method of the elevated structure inspection device will be described with reference to the drawings.
As shown in FIG. 1, first, the lower end of the hanging portion of the second supporting means (2) to which the scaffolding means (3) is not attached is located below the lower surface (U) of the elevated structure (B). As described above, it is installed and fixed near one side edge of the elevated structure.
The scaffolding means (3) is oriented so that the expansion and contraction direction of the scaffolding forming member is parallel to the longitudinal direction of the elevated structure (B), and then the attachment portion (30) of the scaffolding means (3) is attached to the first support means. It is attached to the attachment portion (1d) on the lower end side of the hanging portion (1b) of (1).
Next, as shown in FIG. 2, the first supporting means (1) is installed by the crane (C) near the side edge opposite to the installation location of the second supporting means (2). At this time, the virtual line connecting the first supporting means (1) and the second supporting means (2) is installed so as to be perpendicular to the longitudinal direction of the elevated structure (B), and then the first supporting means (1). ) Is fixed near the side edge.
The scaffolding means (3) attached to the first support means (1) by this fixing is arranged below the lower surface (U) of the elevated structure (B).

図3に示す通り第1の支持手段(1)を設置した後、回動手段(6)によって前記足場手段(3)を回動させ、前記足場手段(3)の足場形成部材の伸縮方向が、前記第2の支持手段(2)の吊り下げ部(2b)へ向かう方向となるように調整する。
足場手段(3)を回動させた後は、例えば特願2014−117087に記載された伸縮手段や複数のローラとワイヤーを用いて前記足場手段(3)の足場形成部材を前記第2の支持手段(2)の吊り下げ部(2b)の下端側に到達するまで伸長させる。
As shown in FIG. 3, after installing the first support means (1), the scaffolding means (3) is rotated by the rotating means (6), and the expansion / contraction direction of the scaffolding forming member of the scaffolding means (3) is changed. , Adjust so that the direction is toward the hanging portion (2b) of the second support means (2).
After rotating the scaffolding means (3), for example, the scaffolding forming member of the scaffolding means (3) is supported by the second support by using the expansion / contraction means described in Japanese Patent Application No. 2014-117087 or a plurality of rollers and wires. It is extended until it reaches the lower end side of the hanging portion (2b) of the means (2).

図4に示す通り足場形成部材を第2の支持手段(2)の吊り下げ部(2b)の下端部まで伸張させた後、足場形成部材の先端側の取付部位(31)を、第2の支持手段(2)の吊り下げ部(2b)の下端部の取付部(2d)に着脱可能に接続することで設置が完了する。
接続手段としてはボルト、ピン、電磁石等が挙げられ、遠隔操作で接続してもよい。
As shown in FIG. 4, after the scaffolding forming member is extended to the lower end of the hanging portion (2b) of the second supporting means (2), the attachment portion (31) on the tip end side of the scaffolding forming member is attached to the second. Installation is completed by detachably connecting to the attachment portion (2d) at the lower end of the suspension portion (2b) of the support means (2).
Examples of the connecting means include bolts, pins, electromagnets, etc., which may be connected by remote control.

高架構造物点検装置を設置した後、伸縮手段(4、5)によって第1の支持手段(1)および第2の支持手段(2)それぞれの吊り下げ部の軸方向長さを変更することで高架構造物(B)の下面(U)と足場手段(3)との距離を調整し作業を行ってもよい。
調整方法としては、例えば伸縮手段(4,5)として油圧シリンダーを用いて吊り下げ部を鉛直方向に伸縮させる構造にしてもよいがこれに限定されない。
After installing the elevated structure inspection device, the axial lengths of the hanging portions of the first supporting means (1) and the second supporting means (2) are changed by the telescopic means (4, 5). The work may be performed by adjusting the distance between the lower surface (U) of the elevated structure (B) and the scaffolding means (3).
The adjustment method may be, for example, a structure in which the suspended portion is expanded and contracted in the vertical direction by using a hydraulic cylinder as the expansion and contraction means (4, 5), but the adjustment method is not limited to this.

図5に示す通り、足場手段(3)の位置を調整した後、作業員(P)は目視、打音などの検査を行う。
この場合作業員(P)は、はしご等によって足場形成部材に移動する。
As shown in FIG. 5, after adjusting the position of the scaffolding means (3), the worker (P) visually inspects, taps, and the like.
In this case, the worker (P) moves to the scaffolding forming member by a ladder or the like.

足場手段を軸方向に移動させず、足場手段(3)にジャッキ等の昇降手段を設置し昇降手段上に作業員(P)が載ることで高架構造物(B)の下面(U)を点検してもよい。 The lower surface (U) of the elevated structure (B) is inspected by installing a lifting means such as a jack on the scaffolding means (3) and placing a worker (P) on the lifting means without moving the scaffolding means in the axial direction. You may.

上記の高架構造物点検装置の設置方法では第2の支持手段(2)を設置してから第1の支持手段(1)を設置したが、2台のクレーン(C)を用いて第1の支持手段(1)と第2の支持手段(2)を同時に設置してもよい。
第1の支持手段(1)を設置してから第2の支持手段(2)を設置してもよい。
In the above-mentioned installation method of the elevated structure inspection device, the second support means (2) is installed and then the first support means (1) is installed, but the first support means (C) is used. The support means (1) and the second support means (2) may be installed at the same time.
The first support means (1) may be installed and then the second support means (2) may be installed.

本発明の高架構造物点検装置を用いることで、例えば山間の風が吹いている状況下でも安定した足場が提供でき作業員が安全に点検作業を行うことができる。
また本発明の高架構造物点検装置の設置方法を用いることで、短時間で高架構造物の点検装置を設置することができる。
By using the elevated structure inspection device of the present invention, for example, a stable scaffold can be provided even in a situation where a mountain wind is blowing, and the worker can safely perform the inspection work.
Further, by using the method for installing the elevated structure inspection device of the present invention, the elevated structure inspection device can be installed in a short time.

1 第1の支持手段
1a 固定部
1b 吊り下げ部
1c 連結部
1d 取付部
2 第2の支持手段
2a 固定部
2b 吊り下げ部
2c 連結部
2d 下端部の取付部
3 足場手段
3a 板状体
4 伸縮手段
5 伸縮手段
6 回動手段
7 伸縮手段
8 重錘
30 取付部位
31 取付部位
B 高架構造物
C クレーン
P 作業員
U 高架構造物の下面
1 First support means 1a Fixing part 1b Hanging part 1c Connecting part 1d Mounting part 2 Second supporting means 2a Fixing part 2b Hanging part 2c Connecting part 2d Mounting part at the lower end 3 Scaffolding means 3a Plate-like body 4 Telescopic Means 5 Telescopic means 6 Rotating means 7 Telescopic means 8 Weight 30 Mounting part 31 Mounting part B Elevated structure C Crane P Worker U Underside of elevated structure

Claims (6)

橋梁などの高架構造物の下面を点検する高架構造物点検方法であって、
高架構造物の両側縁それぞれの近傍に設置され、高架構造物の下面よりも下方まで延びる吊り下げ部をそれぞれ有する第1の支持手段および第2の支持手段と、
前記第1の支持手段における吊り下げ部の下端側に取り付けられ、該吊り下げ部の軸線に対し交差する方向に沿って、伸長位置と退縮位置との間を伸縮可能な足場形成部材と、足場形成部材を伸長位置と退縮位置との間で伸縮させる伸縮手段と、伸縮可能な手すりと、を含む足場手段と、
前記第1の支持手段に備えられ、前記足場手段を前記第1の支持手段の吊り下げ部の軸線の周りに回動させる回動手段と、
前記第2の支持手段における吊り下げ部の下端側と、伸長状態にある前記足場形成部材の先端側とを、着脱可能に接続する、ボルト又はピンからなる接続手段と、を備え、
前記足場手段は人が乗ることができる強度を有する高架構造物点検装置を用いて、高架構造物の下面を点検することを特徴とする高架構造物点検方法。
This is an elevated structure inspection method that inspects the underside of elevated structures such as bridges.
A first support means and a second support means, which are installed in the vicinity of each of the both side edges of the elevated structure and have a hanging portion extending below the lower surface of the elevated structure, respectively.
A scaffold forming member attached to the lower end side of the hanging portion of the first supporting means and capable of expanding and contracting between an extension position and a retracted position along a direction intersecting the axis of the hanging portion, and a scaffold. A scaffolding means including a telescopic means for expanding and contracting the forming member between an extension position and a retractable position, and a stretchable handrail.
A rotating means provided in the first supporting means and rotating the scaffolding means around the axis of the hanging portion of the first supporting means.
A connecting means made of bolts or pins for detachably connecting the lower end side of the suspended portion in the second supporting means and the tip end side of the scaffolding forming member in an extended state is provided.
The scaffolding means is a method for inspecting an elevated structure, which comprises inspecting the lower surface of the elevated structure by using an elevated structure inspection device having a strength that allows a person to ride on it.
前記足場手段の足場形成部材は、表面が、吊り下げ部の軸線に対し交差する方向となるように積層された複数の板状体を含み、各板状体が、面方向に沿って相対的に摺動可能で ある、請求項1に記載の高架構造物点検方法。 The scaffolding forming member of the scaffolding means includes a plurality of plate-like bodies whose surfaces are laminated so as to intersect the axis of the hanging portion, and each plate-like body is relative to each other along the plane direction. The method for inspecting an elevated structure according to claim 1, wherein the structure is slidable. 前記足場手段は、吊り下げ部に対する取付部位を中心として、伸長状態の足場形成部材に作用するモーメントを低減するための重錘を含む、請求項1または2に記載の高架構造物点検方法。 The method for inspecting an elevated structure according to claim 1 or 2, wherein the scaffolding means includes a weight for reducing a moment acting on the scaffolding forming member in an extended state, centering on a mounting portion with respect to the suspended portion. 前記第1および第2の支持手段は、吊り下げ部の軸方向長さを変更可能である、請求項1―3のいずれか1項に記載の高架構造物点検方法。 The method for inspecting an elevated structure according to any one of claims 1-3, wherein the first and second support means can change the axial length of the suspended portion. 前記第1および第2の支持手段は、高架構造物の長手方向に沿って移動するための走行手段をさらに備える、請求項1―4のいずれか1項に記載の高架構造物点検方法。 The method for inspecting an elevated structure according to any one of claims 1-4, wherein the first and second supporting means further include traveling means for moving along the longitudinal direction of the elevated structure. 幅員が20m以上の橋梁の点検に用いる、請求項1−5のいずれか1項に記載の高架構造物点検方法。 The method for inspecting an elevated structure according to any one of claims 1-5, which is used for inspecting a bridge having a width of 20 m or more.
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