JP2000290922A - Method for controlling construction machine in slip form construction method, and device therefor - Google Patents
Method for controlling construction machine in slip form construction method, and device thereforInfo
- Publication number
- JP2000290922A JP2000290922A JP11098417A JP9841799A JP2000290922A JP 2000290922 A JP2000290922 A JP 2000290922A JP 11098417 A JP11098417 A JP 11098417A JP 9841799 A JP9841799 A JP 9841799A JP 2000290922 A JP2000290922 A JP 2000290922A
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- Prior art keywords
- construction
- reference surface
- sensor
- self
- height
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Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、締固め装置と成型
装置を備えた自走式施工装置を用い、コンクリートを所
定の形状に締固め、成型しながら、連続的にコンクリー
ト構造物を構築するスリップフォーム工法に関し、特
に、施工方向の基準面及び施工高さの基準面を検出し
て、自走式施工機械の施工方向及び施工高さを制御する
方法及びその装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention uses a self-propelled construction device equipped with a compaction device and a molding device to compact concrete into a predetermined shape and continuously construct a concrete structure while molding. More particularly, the present invention relates to a method and apparatus for controlling a construction direction and a construction height of a self-propelled construction machine by detecting a construction plane reference plane and a construction height reference plane.
【0002】[0002]
【従来の技術】従来、同一断面の連続したコンクリート
構造物を構築するために、締固め装置と成型装置を備え
た自走式施工装置を用い、コンクリートを所定の形状に
締固め、成型しながら、連続的にコンクリート構造物を
構築するスリップフォーム工法が知られている。2. Description of the Related Art Conventionally, in order to construct a continuous concrete structure having the same cross-section, a self-propelled construction device having a compaction device and a molding device is used to compact concrete into a predetermined shape while molding the concrete. 2. Description of the Related Art A slip form method for continuously constructing a concrete structure is known.
【0003】このスリップフォーム工法による、構造物
の施工は、例えば、ダンプトラック等からの生コンクリ
ートを側方から横取りし、これを敷き均すためのコンク
リートの横取り敷均し装置(サイドフィーダ)、均した
コンクリートを締固めて成型仕上げする成型機(スリッ
プフォームペーバ)、表面仕上げと養生剤の散布を受け
持つ仕上げ機(キュアリングマシン)の3台が1セット
の施工機械を使用する。[0003] In the construction of a structure by this slip form method, for example, a raw concrete from a dump truck or the like is intercepted from the side, and a concrete horizontal leveling device (side feeder) for leveling the raw concrete is provided; A molding machine (slip form paver) that compacts and smoothes the leveled concrete and a finishing machine (curing machine) that takes care of surface finishing and spraying of the curing agent use one set of construction machinery.
【0004】[0004]
【発明が解決しようとする課題】ところで、トンネル内
の施工において、かかるスリップフォーム工法による施
工を実施する場合、次のような問題点がある。In the construction in a tunnel, when the construction by the slip form method is carried out, there are the following problems.
【0005】即ち、スリップフォーム工法は、セットフ
ォーム工法と異なり、版縁部から側方の余裕がなければ
施工が困難であり、例えば、コンクリート縦自由縁部か
ら自走式施工機械のキャタピラまでの側方余裕幅が必要
である。[0005] That is, the slip form method is different from the set form method in that it is difficult to perform the work unless there is a margin from the edge of the plate. For example, from the free vertical edge of the concrete to the caterpillar of a self-propelled construction machine. A lateral margin is required.
【0006】そして、自走式施工機械の施工方向及び施
工高さを制御する装置を適用するものでは、施工方向の
基準面と施工高さの基準面とを設定するためのセンサロ
ープを鉄ピンに支持して、前記キャタピラの外側に設け
るための側方余裕幅が必要である。[0006] In the apparatus to which the apparatus for controlling the construction direction and construction height of a self-propelled construction machine is applied, a sensor rope for setting a construction plane reference plane and a construction height reference plane is provided with an iron pin. , And a side margin is required to be provided outside the caterpillar.
【0007】しかし、道路が2車線や3車線等の場合に
は、より大型な自走式施工機械となるため、上記のセン
サロープを設置するための側方余裕幅を確保するのが困
難である。However, when the road is a two-lane or three-lane road, it becomes a larger self-propelled construction machine, and it is difficult to secure a lateral margin for installing the sensor rope. is there.
【0008】この不都合に鑑み、トンネル内壁に支持台
を取り付け、これにセンサロープを取り付ける方法もあ
るが、これでは、トンネル内壁を傷めると共に、その取
付作業に人手と時間がかかるという欠点がある。In view of this inconvenience, there is also a method of attaching a support base to the inner wall of the tunnel and attaching a sensor rope thereto. However, this method has a disadvantage that the inner wall of the tunnel is damaged and the attaching work takes time and labor.
【0009】本発明は、以上のような従来の実情に鑑み
てなされたもので、スリップフォーム工法における自走
式施工機械の施工方向の基準面及び施工高さの基準面を
検出して、該施工機械の施工方向及び施工高さを制御す
る方法において、トンネル内における施工方向の基準面
と施工高さの基準面との設定を容易に行い得るスリップ
フォーム工法における施工機械の制御方法及びその装置
を提供することを目的とする。The present invention has been made in view of the above-mentioned conventional circumstances, and detects a reference plane in the construction direction and a reference plane in construction height of a self-propelled construction machine in a slip-form construction method. In a method for controlling the construction direction and construction height of construction machinery, a method and a device for controlling a construction machine in a slip form method capable of easily setting a reference plane for a construction direction and a reference plane for a construction height in a tunnel The purpose is to provide.
【0010】[0010]
【課題を解決するための手段】上記の目的を達成するた
め、請求項1に係る発明のスリップフォーム工法におけ
る施工機械の制御方法は、コンクリートを所定の形状に
締固め、成型しながら、連続的にコンクリート構造物を
構築するスリップフォーム工法における自走式施工機械
の施工方向の基準面及び施工高さの基準面を検出して、
該施工機械の施工方向及び施工高さを制御する方法にお
いて、トンネル内の施工幅の両側に設置された水路を構
成する部材の所定箇所を前記施工方向の基準面及び施工
高さの基準面としたことを特徴とする。According to a first aspect of the present invention, there is provided a method for controlling a construction machine in a slip-form method, comprising: Detecting the reference plane of the construction direction and construction height of the self-propelled construction machine in the slip form construction method to build a concrete structure in the
In the method for controlling the construction direction and construction height of the construction machine, a predetermined position of a member constituting a water channel installed on both sides of the construction width in the tunnel and a reference plane of the construction direction and a reference plane of construction height. It is characterized by having done.
【0011】請求項2に係る発明のスリップフォーム工
法における施工機械の制御装置は、コンクリートを所定
の形状に締固め、成型しながら、連続的にコンクリート
構造物を構築するスリップフォーム工法における自走式
施工機械に取り付けられて、施工方向の基準面を検出す
るガイドセンサ及び施工高さの基準面を検出するグレー
ドセンサを備え、両センサからの検出信号に基づいて、
自走式施工機械の施工方向及び施工高さを制御する装置
において、前記ガイドセンサは、トンネル内の施工幅の
両側に設置された水路を構成する部材の上面に形成され
た水路と連通する溝内面を施工方向の基準面として検出
するように構成され、前記グレードセンサは、前記水路
を構成する部材の上面を施工高さの基準面として検出す
るように構成されたことを特徴とする。According to a second aspect of the present invention, there is provided a control apparatus for a construction machine in a slip form method, wherein a concrete structure is compacted to a predetermined shape, and a self-propelled type in the slip form method for continuously constructing a concrete structure while molding. Attached to the construction machine, equipped with a guide sensor that detects the reference plane in the construction direction and a grade sensor that detects the reference plane in the construction height, based on the detection signals from both sensors,
In a device for controlling the construction direction and construction height of a self-propelled construction machine, the guide sensor is a groove communicating with a water channel formed on an upper surface of a member constituting a water channel installed on both sides of a construction width in a tunnel. The grade sensor is configured to detect an inner surface as a reference surface in a construction direction, and the grade sensor is configured to detect an upper surface of a member configuring the water channel as a reference surface for construction height.
【0012】[0012]
【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。図1において、トンネル1内には、
コンクリート舗装2が施されると共に、その両側部に円
形水路3を構成する部材4が設けられている。Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1, inside the tunnel 1,
A concrete pavement 2 is provided, and members 4 constituting a circular waterway 3 are provided on both sides thereof.
【0013】この場合、先に円形水路3を構成する部材
4を打って、その後に、コンクリート舗装2のコンクリ
ートが打たれる。かかるコンクリートの施工は、締固め
装置と成型装置を備えた自走式施工装置を用い、コンク
リートを所定の形状に締固め、成型しながら、連続的に
コンクリート構造物を構築するスリップフォーム工法に
よって行われ、図の5は自走式施工機械のキャタピラの
位置を示しており、版縁部から側方の側方余裕幅6に設
置される。In this case, the member 4 constituting the circular channel 3 is hit first, and then the concrete of the concrete pavement 2 is hit. The construction of such concrete is carried out by a slip-form method in which a concrete structure is continuously constructed while compacting and molding concrete into a predetermined shape using a self-propelled construction device equipped with a compacting device and a molding device. 5 indicates the position of the caterpillar of the self-propelled construction machine, which is installed at a lateral margin 6 lateral to the plate edge.
【0014】ここで、自走式施工機械に取り付けられ
て、施工方向の基準面を検出するガイドセンサ及び施工
高さの基準面を検出するグレードセンサを備え、両セン
サからの検出信号に基づいて、自走式施工機械の施工方
向及び施工高さを制御する制御装置が設けられている。A self-propelled construction machine is provided with a guide sensor for detecting a reference plane in a construction direction and a grade sensor for detecting a reference plane for construction height, based on detection signals from both sensors. And a control device for controlling the construction direction and construction height of the self-propelled construction machine.
【0015】本発明の自走式施工機械の施工方向及び施
工高さを制御する方法は、次の点を特徴としている。即
ち、ガイドセンサによる施工方向の基準面と、グレード
センサによる施工高さの基準面と、を設定するための側
方余裕幅を確保するのが困難である点に鑑み、トンネル
1内の施工幅の両側に設置された円形水路3を構成する
部材4Aの所定箇所を施工方向の基準面及び施工高さの
基準面としたことを特徴としている。The method for controlling the construction direction and construction height of a self-propelled construction machine according to the present invention has the following features. That is, in view of the difficulty in securing a lateral margin for setting a reference plane in the construction direction by the guide sensor and a reference plane in the construction height by the grade sensor, the construction width in the tunnel 1 is difficult. The present invention is characterized in that predetermined portions of the member 4A constituting the circular water channel 3 installed on both sides of the above are used as a reference plane in the construction direction and a reference plane for the construction height.
【0016】かかる方法を具体的に実施する制御装置
は、次のような構成される。即ち、図2において、ガイ
ドセンサ7は、円形水路3を構成する部材4の上面に形
成された水路3と連通する溝3A内面を施工方向の基準
面として検出するように、そのセンサ部7Aが、溝3A
から水路3内に鉛直に挿入配置されて、一方の溝内面に
接触される。A control device that specifically executes the above method is configured as follows. That is, in FIG. 2, the guide sensor 7 is configured such that its sensor portion 7A detects the inner surface of the groove 3A communicating with the water channel 3 formed on the upper surface of the member 4 constituting the circular water channel 3 as a reference surface in the construction direction. , Groove 3A
And is vertically inserted into the water channel 3 to be in contact with the inner surface of one groove.
【0017】又、図3において、グレードセンサ8は、
円形水路3を構成する部材4の上面を施工高さの基準面
として検出するように、そのセンサ部8Aが鉛直に配置
されて、その先端部が円形水路3を構成する部材4の上
面に接触される。In FIG. 3, the grade sensor 8 is
The sensor portion 8A is vertically arranged so that the upper surface of the member 4 constituting the circular waterway 3 is detected as a reference surface of the construction height, and the tip thereof contacts the upper surface of the member 4 forming the circular waterway 3. Is done.
【0018】尚、グレードセンサ8のセンサ部8A先端
部には、図4に示すように、スキー状のガイド部材9を
回動可能に連結して、センサ部8Aが円形水路3を構成
する部材4の上面に沿ってスムーズに移動するように構
成すると良い。As shown in FIG. 4, a ski-shaped guide member 9 is rotatably connected to the tip of the sensor portion 8A of the grade sensor 8, so that the sensor portion 8A forms a circular waterway 3. It is preferable to make it so that it moves smoothly along the upper surface of 4.
【0019】かかる制御方法及び制御装置によれば、ト
ンネル1内の施工幅の両側に設置された円形水路3を構
成する部材4の所定箇所を施工方向の基準面及び施工高
さの基準面として、自走式施工装置の施工方向及び施工
高さの制御を行うようにしたから、トンネル1内におい
て、施工方向の基準面と、施工高さの基準面と、を設定
するための側方余裕幅の確保が困難な場合にあっても、
ガイドセンサ7による施工方向の基準面と、グレードセ
ンサ8による施工高さの基準面と、を設定することが容
易となり、ひいては安定した制御が可能となる。According to the control method and the control device, the predetermined locations of the members 4 constituting the circular water channel 3 installed on both sides of the construction width in the tunnel 1 are used as the reference plane in the construction direction and the reference plane for the construction height. Since the construction direction and the construction height of the self-propelled construction device are controlled, the side margin for setting the construction direction reference plane and the construction height reference plane in the tunnel 1 is set. Even if it is difficult to secure the width,
It is easy to set a reference plane in the construction direction by the guide sensor 7 and a reference plane in the construction height by the grade sensor 8, and stable control is possible.
【0020】特に、道路が2車線や3車線等の場合に
は、より大型な自走式施工機械となるため、上記のガイ
ドセンサ7による施工方向の基準面と、グレードセンサ
8による施工高さの基準面と、を設定するための側方余
裕幅を確保するのが特に困難である場合において、極め
て有効である。In particular, when the road has two lanes or three lanes, a larger self-propelled construction machine is used. Therefore, the reference surface in the construction direction by the guide sensor 7 and the construction height by the grade sensor 8 are used. This is extremely effective when it is particularly difficult to secure a lateral margin for setting the reference plane and the reference plane.
【0021】又、従来のように、トンネル内壁に支持台
を取り付け、これにセンサロープを取り付ける方法を採
る必要もなく、トンネル内壁を傷めることがないと共
に、特に、人手と時間がかからない。Further, unlike the related art, there is no need to adopt a method of attaching a support base to the inner wall of the tunnel and attaching a sensor rope to the same, so that the inner wall of the tunnel is not damaged and, in particular, no manpower and time are required.
【0022】[0022]
【発明の効果】以上説明したように、請求項1及び2に
係る発明によれば、トンネル内において、施工方向の基
準面と、施工高さの基準面と、を設定するための側方余
裕幅の確保が困難な場合にあっても、施工方向の基準面
と施工高さの基準面の設定が容易となり、ひいては安定
した制御が可能となり、道路が2車線や3車線等の場合
に、より大型な自走式施工機械となるときには、極めて
有効な技術である。As described above, according to the first and second aspects of the present invention, the side margin for setting the reference plane in the construction direction and the reference plane in the construction height in the tunnel. Even when it is difficult to secure the width, it is easy to set the reference plane for the construction direction and the reference plane for the construction height, and as a result, stable control is possible. When the road has two lanes or three lanes, This is an extremely effective technology when it comes to larger self-propelled construction machines.
【図1】 本発明に係るスリップフォーム工法が実施さ
れるトンネル内の縦断面図FIG. 1 is a longitudinal sectional view of a tunnel in which a slip foam method according to the present invention is performed.
【図2】 本発明に係る制御方法及び装置におけるガイ
ドセンサを示す縦断面図FIG. 2 is a longitudinal sectional view showing a guide sensor in the control method and device according to the present invention.
【図3】 本発明に係る制御方法及び装置におけるグレ
ードセンサを示す縦断面図FIG. 3 is a longitudinal sectional view showing a grade sensor in the control method and device according to the present invention.
【図4】 他の実施形態の側面図FIG. 4 is a side view of another embodiment.
1 トンネル 2 コンクリート舗装 3 円形水路 3A 溝 4 円形水路を構成する部材 7 ガイドセンサ 7A センサ部 8 グレードセンサ 8A センサ部 DESCRIPTION OF SYMBOLS 1 Tunnel 2 Concrete pavement 3 Circular waterway 3A groove 4 Member constituting circular waterway 7 Guide sensor 7A sensor part 8 Grade sensor 8A sensor part
───────────────────────────────────────────────────── フロントページの続き (72)発明者 村上 彰 東京都中央区京橋一丁目19番11号 日本鋪 道株式会社内 Fターム(参考) 2D052 AA01 AB00 AC08 CA00 ────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Akira Murakami 1-19-11 Kyobashi, Chuo-ku, Tokyo F-term (reference) 2D052 AA01 AB00 AC08 CA00
Claims (2)
しながら、連続的にコンクリート構造物を構築するスリ
ップフォーム工法における自走式施工機械の施工方向の
基準面及び施工高さの基準面を検出して、該施工機械の
施工方向及び施工高さを制御する方法において、 トンネル内の施工幅の両側に設置された水路を構成する
部材の所定箇所を前記施工方向の基準面及び施工高さの
基準面としたことを特徴とするスリップフォーム工法に
おける自走式施工機械の制御方法。1. A reference surface in a construction direction and a reference surface in a construction height of a self-propelled construction machine in a slip form method for continuously constructing a concrete structure while compacting and molding concrete into a predetermined shape. In the method for detecting and controlling the construction direction and construction height of the construction machine, a predetermined position of a member constituting a water channel installed on both sides of a construction width in a tunnel is defined as a reference plane and construction height in the construction direction. A method for controlling a self-propelled construction machine in a slip form method, wherein the reference surface is used as a reference surface.
しながら、連続的にコンクリート構造物を構築するスリ
ップフォーム工法における自走式施工機械に取り付けら
れて、施工方向の基準面を検出するガイドセンサ及び施
工高さの基準面を検出するグレードセンサを備え、両セ
ンサからの検出信号に基づいて、自走式施工機械の施工
方向及び施工高さを制御する装置において、 前記ガイドセンサは、トンネル内の施工幅の両側に設置
された水路を構成する部材の上面に形成された水路と連
通する溝内面を施工方向の基準面として検出するように
構成され、前記グレードセンサは、前記水路を構成する
部材の上面を施工高さの基準面として検出するように構
成されたことを特徴とするスリップフォーム工法におけ
る自走式施工機械の制御装置。2. A guide for detecting a reference plane in a construction direction by being attached to a self-propelled construction machine in a slip form method for continuously constructing a concrete structure while compacting and molding concrete into a predetermined shape. A device that includes a sensor and a grade sensor that detects a reference surface of the construction height, and that based on detection signals from both sensors, controls a construction direction and a construction height of the self-propelled construction machine, wherein the guide sensor is a tunnel. Is configured to detect a groove inner surface communicating with a water channel formed on the upper surface of a member constituting a water channel installed on both sides of the construction width as a reference surface in the construction direction, and the grade sensor constitutes the water channel A control device for a self-propelled construction machine in a slip form method characterized by being configured to detect an upper surface of a member to be worked as a construction height reference surface. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09841799A JP4144964B2 (en) | 1999-04-06 | 1999-04-06 | Control device for construction machine in slip form method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09841799A JP4144964B2 (en) | 1999-04-06 | 1999-04-06 | Control device for construction machine in slip form method |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000290922A true JP2000290922A (en) | 2000-10-17 |
JP4144964B2 JP4144964B2 (en) | 2008-09-03 |
Family
ID=14219258
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP09841799A Expired - Fee Related JP4144964B2 (en) | 1999-04-06 | 1999-04-06 | Control device for construction machine in slip form method |
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JP (1) | JP4144964B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011208967A (en) * | 2010-03-29 | 2011-10-20 | Nippo Corp | Positioning device |
CN112030680A (en) * | 2020-07-15 | 2020-12-04 | 中交第一航务工程局有限公司 | Curb slip form construction process |
-
1999
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011208967A (en) * | 2010-03-29 | 2011-10-20 | Nippo Corp | Positioning device |
CN112030680A (en) * | 2020-07-15 | 2020-12-04 | 中交第一航务工程局有限公司 | Curb slip form construction process |
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