JP3718255B2 - Safety management device for mountain retaining - Google Patents

Safety management device for mountain retaining Download PDF

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Publication number
JP3718255B2
JP3718255B2 JP13752595A JP13752595A JP3718255B2 JP 3718255 B2 JP3718255 B2 JP 3718255B2 JP 13752595 A JP13752595 A JP 13752595A JP 13752595 A JP13752595 A JP 13752595A JP 3718255 B2 JP3718255 B2 JP 3718255B2
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Prior art keywords
measurement
management device
data
measurement data
mountain
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JPH08311873A (en
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信一 山尾
忠弘 菅原
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Fujita Corp
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Fujita Corp
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Description

【0001】
【産業上の利用分野】
本発明は、地下切削工事の山留めや、切土、盛土の擁壁等、特に仮設工事における崩壊防止用防護壁の安全管理装置に関する。
【0002】
【従来の技術】
従来、山留壁の安全管理は、目視による監視が主で、人間の経験と感覚により異常を察知し対策を講じてきた。
最近では、科学技術の進歩により各種センサーを用いて防護壁や支持物の変化を計測することも行なわれている。
【0003】
【発明が解決しようとする課題】
しかし、各種センサーによる計測値を元にした正常・異常の判断は人間(経験の深い各種熟練技術者)が行なう。また、異常時の対応についても適切で迅速な処理が不可欠であり、適切さを欠き時機を逸すると大事故に通じる場合がある。また、計測値から異常を発見しても、熟練技術者が建設現場に常時駐在していない場合、電話やファクシミリでやり取りをしていると、時機を逸してしまう場合もある。
また、計測値の異常が、計測器の異常や建設現場であるための異常(建設機械による振動や、風雨にさらされた過酷な条件下への計測器の設置等)の判断や対応の必要もある。
【0004】
そこで、本発明は、前記従来技術の問題点に鑑みてなされたもので、その目的とするところは、作業所の計測データを計測センターで管理し、計測上のトラブルを発見して即座に対処すると共に山留めの安全管理の質を向上させることにある。
【0005】
【課題を解決するための手段】
上記目的を達成するために、請求項1では、地下工事の山留めの安全管理装置において、所要箇所に取付けられた複数の計測器と、前記計測器の計測データを集積し送信する現場自動計測盤と、計測センターに設置し、前記計測データを受信し蓄積・加工・送信し、なお計測器と現場自動計測盤と通信装置を監視・制御する計測監視処理装置と、建設現場事務所に設置し、前記計測データを前記現場自動計測盤より同時受信し、又前記計測センターより加工計測データを受信し、工事の進捗状況を適宜入力し、これらデータを蓄積・加工し図画表示及び出力可能な管理装置と、これらを接続する通信手段とを有し、前記管理装置では、前記計測データと工事進捗データとを関連づけ、両方をグラフの画像として重ね合わせて表示するようにした。これにより状況変化による計測量の変化を読み取り、山留めが安全であるか危険であるかの評価・判断を行う。また、請求項2では、前記管理装置のデータ加工は、前記計測データ・加工計測データと工事進捗データを表示すると共に、予め設定した設計値・安全管理値等と組合せ予測・経時変化等シミュレーションや報告書作成等が可能になる。また、請求項3では、前記管理装置が支店技術部門等他の場所にも設置され常時モニター可能になる。また、請求項4では、前記現場自動計測盤、計測監視処理装置、管理装置間の通信手段が公衆電話回線を利用する。
【0006】
【作用】
本発明では、作業所の所要箇所には、複数の計測器が取り付けられている。この計測器としては、測定項目に応じて、各種のセンサーが使用可能である。例えば、山留壁の水平変位の測定には、固定式傾斜計が使用される。また、山留壁の曲げ応力の測定には、芯材が鋼材の場合には表面ひずみ計が、コンクリート連続壁の場合には鉄筋計がそれぞれ使用される。また、山留め支保工の軸力・曲げ応力の測定には、鋼製切梁の場合には表面ひずみ計が、コンクリート切梁の場合には鉄筋計が、地盤アンカーの場合にはセンターホール型荷重計がそれぞれ使用される。また、地下水位の測定には、間隙水圧計が使用される。
【0007】
計測器の計測データは、現場自動計測盤により集積・送信される。計測センターには、計測監視処理装置が設置されており、計測データを受信して蓄積・加工・送信すると共に、計測器と現場自動計測盤と通信装置等を監視・制御する。このようにすれば、計測技術に関する熟練技術者を各建設現場事務所に駐在させなくても、計測センターに駐在させるだけで計測上のトラブルの発見と対処が可能になる。つまり、計測センターの役目は、計測データをチェックし、計測器(センサー)の破損、ケーブルの断線、自動計測システムの作動不良など計測上のトラブルの発見と対処であり、常に信頼出来る計測結果を建設現場事務所等に転送することである。
【0008】
一方、建設現場事務所には管理装置が設置されており、計測データを現場自動計測盤より同時受信すると共に、計測センターより加工計測データを受信し、工事の進捗状況を適宜入力し、これらデータを蓄積・加工し図画表示及び出力する。このようにして、建設現場事務所の技術者が山留めが安全であるか危険であるかの評価・判断を行なう。上述のように、計測に関する保守管理は計測センターで行なわれるので、建設現場事務所に計測技術に関する熟練技術者を駐在させる必要はない。
【0009】
また、建設現場事務所等の管理装置には、計測データ、加工計測データ、工事の進捗状況データが蓄積・加工され図画表示されるので、山留めの安全に関する判断が容易になると共に安全管理の質が向上する。また、予め設定した設計値・安全管理値等と組合せ予測・経時変化等シュミレーションや報告書作成等が可能になる。
なお、上記計測データ・加工計測データ・工事進捗データは、支店技術部門等他の場所の管理装置にも送られて常時モニター可能となり、技術者により評価・判断が行なわれるようになっている。
【0010】
【実施例】
本発明の実施例を図により説明する。
本発明の山留めの安全管理装置の全体構成を図1に示す。
作業所Aの山留壁には、山留壁の変形(傾斜角)を検出する埋込式傾斜計1が複数個取付けられている。また、その支保工の切梁の要所には、切梁の軸力を検出する表面ひずみ計2が取付けられている。この埋込式傾斜計1及び表面ひずみ計2は、現場自動計測盤3にそれぞれ接続されている。
【0011】
ここで、図1では、計測器として、埋込式傾斜計1と表面ひずみ計2を示したが、測定項目に応じて各種のセンサーが使用可能である。例えば、山留壁の水平変位の測定には、固定式傾斜計が使用される。また、山留壁の曲げ応力の測定には、芯材が鋼材の場合には表面ひずみ計が、コンクリート連続壁の場合には鉄筋計がそれぞれ使用される。また、山留め支保工の軸力・曲げ応力の測定には、鋼製切梁の場合には表面ひずみ計が、コンクリート切梁の場合には鉄筋計が、地盤アンカーの場合にはセンターホール型荷重計がそれぞれ使用される。また、地下水位の測定には、間隙水圧計が使用される。
【0012】
現場自動計測盤3は、埋込式傾斜計1及び表面ひずみ計2により計測された計測データを集積して通信装置30により送信する。現場自動計測盤3は、建設現場事務所4に接続されると共に、公衆電話回線Bを介して計測センター5と支店技術部門6に接続されている。
【0013】
計測センター5には、計測監視処理装置を構成する小型電算機50とモニタ51とが設置されている。現場自動計測盤3から公衆電話回線Bを介して送られてきた計測データは、この計測監視処理装置により受信され蓄積・加工・送信されると共に、埋込式傾斜計1及び表面ひずみ計2と現場自動計測盤3と通信装置30等を監視・制御する。
【0014】
建設現場事務所4には、管理装置を構成する小型電算機40、モニタ41、通信装置42が設置されている。この管理装置は、計測データを現場自動計測盤3より同時受信すると共に、計測センター5より加工計測データを受信し、工事の進捗状況(掘削進度、支保工取付等)が適宜入力される。さらに、これらデータを蓄積・加工し図画表示及び出力する(図2参照)。
また、支店技術部門6にも、管理装置を構成する小型電算機60、モニタ61が設置され、上記計測データ、加工計測データ、工事進捗データを表示及び出力可能になっている。
【0015】
次に、本発明の動作を説明する。
埋込式傾斜計1及び表面ひずみ計2により計測されて、現場自動計測盤3により集積された計測データは、通信装置30により、建設現場事務所4、計測センター5、支店技術部門6にそれぞれ送信される。
【0016】
計測センター5に送られてきた計測データは、計測監視処理装置(小型電算機50、モニタ51)により受信され蓄積・加工・送信されると共に、埋込式傾斜計1及び表面ひずみ計2と現場自動計測盤3と通信装置30等を監視・制御する。この監視・制御は、計測センター5に常時駐在している計測器専門の熟練技術者が行ない、埋込式傾斜計1及び表面ひずみ計2の異常や配線の異常(断線等)を判断して、計測回路の切り替えや修理体制の即応などを的確に行なう。このようにすれば、計測技術に関する熟練技術者を各建設現場事務所4に駐在させなくても、計測センター5に駐在させるだけで計測上のトラブルの発見と対処が可能になる。
【0017】
建設現場事務所4の管理装置には、計測データを現場自動計測盤3より同時受信すると共に、計測センター5より加工計測データを受信し、さらに工事の進捗状況(掘削進度、支保工取付等)が適宜入力される。これらのデータは、専用プログラムにより加工されて、モニタ41の画面上にグラフ表示されると共に、印字・記録される。このように、管理装置のモニタ41には、工事進捗データ、加工計測データ、計測データが合成されてグラフ表示される。
【0018】
具体的には、これらのデータの加工は専用プログラムにより行なわれ、この専用プログラムにより計測データを工事進捗データと関連づけて画面上にグラフ表示する。この専用プログラムは、メニューを選択することにより、図2に示すように、現在値のみ又は過去から現在に至る履歴とをめくり絵的に表示したり、指定した期間の計測データとその時の工事進捗状況とを履歴グラフとして表示したりするものである。つまり、地下工事の進捗状況(何mまで掘削した、あるいは切梁を架設または解体したという情報)と関連づけて図またはグラフで表示することにより、工事進捗状況とその時の山留めの状況が関連づけて把握でき、かつそれを履歴としても見られる。
【0019】
このように、工事進捗データと計測データとを関連付けてグラフ表示することにより、状況変化による計測量の変化を直ちに読み取ることが可能になる。例えば、掘削深度が大きくなれば土圧も当然大きくなり計測量にも表われるが、これをグラフの画像として重ね合わせれば正常か異常かの判断が容易になる。このようにして建設現場事務所4の技術者が、山留めが安全であるか危険であるかの評価・判断を行なう。また、予め設定した設計値・安全管理値等と組合せ予測・経時変化等シミュレーションや報告書作成等が可能になる。
【0020】
さらに、上記計測データ・加工計測データ・工事進捗データは、支店技術部門6の管理装置(小型電算機60、モニタ61)にも送られて常時モニター可能となり、技術者により評価・判断が行なわれる。
上記実施例では、計測センター5には、建設現場事務所4と支店技術部門6のみが接続されているが、その他の管理事務所を接続して作業所支援体制を一層強化するようにしてもよい。
【0021】
【発明の効果】
本発明によれば、作業所の計測データを計測センターに送って、計測センターで一括管理するようにしたので、計測技術に関する熟練技術者を各建設現場事務所に駐在させなくても、計測センターに駐在させるだけで計測上のトラブルの発見と対処が可能になる。
また、計測センターで得られた計測結果は、建設現場事務所あるいは支店技術部門にそれぞれ転送されるので、建設現場事務所または支店技術部門の技術者が山留めが安全であるか危険であるかの評価・判断を的確に行なうことができ、これにより山留め安全管理の質を向上させることができる。
また、各種測定器により常時計測し記録することにより、時間の経過と異常の変化が理解出来、技術者の判断資料が豊富になる。
また、工事の進捗状況データを記録して各計測データと合わせることにより、状況変化による計測データの変化を読み取ることが可能になる。
また、各々の事務所で監視することにより、熟練専門技術者による技術支援がスムーズに行なわれる。
さらに、出力データをグラフにすることにより数字の羅列に比べ判読が簡単であると同時に、技術報告書等の再制作の必要がなく省力化が図れる。
【図面の簡単な説明】
【図1】本発明の山留めの安全管理装置の全体構成を示す図である。
【図2】グラフ表示された画面イメージである。
【符号の説明】
1 埋込式傾斜計
2 表面ひずみ計
3 現場自動計測盤
4 建設現場事務所
5 計測センター
6 支店技術部門
[0001]
[Industrial application fields]
The present invention relates to a safety management device for a protective wall for preventing collapse in temporary construction, such as retaining a mountain for underground cutting work, cutting, retaining wall for embankment, and the like.
[0002]
[Prior art]
Conventionally, the safety management of the Yamato wall has been mainly visual monitoring, and has been taking measures by detecting abnormalities through human experience and feeling.
Recently, with the advancement of science and technology, changes in protective walls and supports are also measured using various sensors.
[0003]
[Problems to be solved by the invention]
However, humans (skilled engineers with deep experience) make judgments on normality / abnormality based on measurement values obtained from various sensors. In addition, appropriate and prompt processing is indispensable for dealing with anomalies, and if it lacks appropriateness, it can lead to a major accident. Even if an abnormality is found from the measured value, if a skilled engineer is not always stationed at the construction site, if he / she communicates by telephone or facsimile, the time may be lost.
In addition, it is necessary to judge and respond to abnormalities in measured values due to abnormalities in measuring instruments or abnormalities at construction sites (vibrations caused by construction machinery, installation of measuring instruments under harsh conditions exposed to wind and rain, etc.) There is also.
[0004]
Therefore, the present invention has been made in view of the above-mentioned problems of the prior art, and its purpose is to manage measurement data at a work place at a measurement center, find a trouble in measurement, and deal with it immediately. And to improve the quality of safety management of the mountain retaining.
[0005]
[Means for Solving the Problems]
To achieve the above object, in claim 1, in the safety management system of the earth retaining underground construction, a plurality of instruments that are attach to the required location, the site automatically to send to the integrated measurement data of the measuring instrument Installed in a measurement panel, measurement center, measurement monitoring processing device that receives, accumulates, processes, and transmits the measurement data, monitors and controls the measuring instrument, on-site automatic measurement panel, and communication device, and the construction site office Install, receive the measurement data from the automatic measurement panel at the same time, receive machining measurement data from the measurement center, input the progress status of the work as appropriate, store and process these data, and display and output drawings Management device and communication means for connecting them, and the management device associates the measurement data with the construction progress data, and displays both of them as a graph image superimposed on each other. It was. As a result, the change in the measurement amount due to the change in the situation is read, and whether or not the mountain retaining is safe or dangerous is determined. Further, in claim 2, the data processing of the management apparatus, the measurement data processing measurement with data and displays the construction progress data, the design value previously set and safety management value, etc. and combinations prediction and temporal change or the like simula- And report creation. According to a third aspect of the present invention, the management device is installed in another place such as a branch technical department and can be monitored at all times. According to a fourth aspect of the present invention, the communication means among the on-site automatic measurement panel, the measurement monitoring processing device, and the management device uses a public telephone line.
[0006]
[Action]
In the present invention, a plurality of measuring instruments are attached to required places in the work place. As this measuring instrument, various sensors can be used according to the measurement item. For example, a fixed inclinometer is used to measure the horizontal displacement of the mountain wall. For measuring the bending stress of the retaining wall, a surface strain gauge is used when the core material is steel, and a rebar gauge is used when the core is a concrete continuous wall. In addition, for measuring the axial force and bending stress of the timber support, the surface strain gauge is used for steel beams, the reinforcing bar is used for concrete beams, and the center hole type load is used for ground anchors. A total is used for each. A pore water pressure gauge is used to measure the groundwater level.
[0007]
The measurement data of the measuring instrument is accumulated and transmitted by an on-site automatic measuring board. A measurement monitoring processing device is installed in the measurement center, and receives, accumulates, processes, and transmits measurement data, and monitors and controls measuring instruments, on-site automatic measurement panels, communication devices, and the like. In this way, it is possible to find and deal with measurement troubles simply by being stationed at the measurement center without having to be trained at each construction site office. In other words, the role of the measurement center is to check measurement data, to discover and deal with measurement problems such as damage to measuring instruments (sensors), cable disconnection, malfunction of automatic measurement systems, etc. It is to be transferred to the construction site office.
[0008]
On the other hand, a management device is installed at the construction site office, and the measurement data is received simultaneously from the on-site automatic measurement panel, the machining measurement data is received from the measurement center, and the progress status of the construction is input as appropriate. Is stored and processed, and the graphic is displayed and output. In this way, an engineer at the construction site office evaluates and judges whether the mountain retaining is safe or dangerous. As described above, since maintenance management related to measurement is performed at the measurement center, it is not necessary to have a skilled engineer related to measurement technology stationed at the construction site office.
[0009]
In addition, measurement data, processing measurement data, and construction progress status data are stored and processed and displayed on a management device such as a construction site office. Will improve. In addition, it is possible to perform simulations such as design predictions, safety management values, etc., combination predictions, changes with time, and report creation.
The measurement data, the processing measurement data, and the construction progress data are also sent to a management device in another location such as a branch engineering department so that they can be monitored at all times, and are evaluated and judged by an engineer.
[0010]
【Example】
An embodiment of the present invention will be described with reference to the drawings.
FIG. 1 shows an overall configuration of a safety management device for a mountain retaining according to the present invention.
A plurality of embedded inclinometers 1 for detecting deformation (tilt angle) of the retaining wall are attached to the retaining wall of the work place A. Further, a surface strain gauge 2 for detecting the axial force of the beam is attached to the important point of the beam of the supporting work. The embedded inclinometer 1 and the surface strain gauge 2 are respectively connected to an on-site automatic measurement panel 3.
[0011]
Here, in FIG. 1, the embedded inclinometer 1 and the surface strain gauge 2 are shown as measuring instruments, but various sensors can be used according to the measurement items. For example, a fixed inclinometer is used to measure the horizontal displacement of the mountain wall. For measuring the bending stress of the retaining wall, a surface strain gauge is used when the core material is steel, and a rebar gauge is used when the core is a concrete continuous wall. In addition, for measuring the axial force and bending stress of the timber support, the surface strain gauge is used for steel beams, the reinforcing bar is used for concrete beams, and the center hole type load is used for ground anchors. A total is used for each. A pore water pressure gauge is used to measure the groundwater level.
[0012]
The on-site automatic measurement panel 3 accumulates measurement data measured by the embedded inclinometer 1 and the surface strain gauge 2 and transmits the collected data through the communication device 30. The on-site automatic measuring panel 3 is connected to the construction site office 4 and is connected to the measuring center 5 and the branch engineering department 6 via the public telephone line B.
[0013]
The measurement center 5 is provided with a small computer 50 and a monitor 51 that constitute a measurement monitoring processor. The measurement data sent from the on-site automatic measurement panel 3 via the public telephone line B is received, stored, processed and transmitted by the measurement monitoring processor, and the embedded inclinometer 1 and the surface strain gauge 2 The on-site automatic measurement panel 3 and the communication device 30 are monitored and controlled.
[0014]
In the construction site office 4, a small computer 40, a monitor 41, and a communication device 42 constituting a management device are installed. This management apparatus receives measurement data from the on-site automatic measurement panel 3 at the same time, and also receives machining measurement data from the measurement center 5, and appropriately inputs the progress status of the construction (excavation progress, support installation, etc.). Further, these data are accumulated and processed, and a graphic display and output are performed (see FIG. 2).
The branch technical department 6 is also provided with a small computer 60 and a monitor 61 that constitute a management apparatus, and can display and output the measurement data, the processing measurement data, and the construction progress data.
[0015]
Next, the operation of the present invention will be described.
The measurement data measured by the embedded inclinometer 1 and the surface strain gauge 2 and accumulated by the on-site automatic measurement panel 3 are respectively transmitted to the construction site office 4, the measurement center 5, and the branch engineering department 6 by the communication device 30. Sent.
[0016]
The measurement data sent to the measurement center 5 is received, stored, processed, and transmitted by a measurement monitoring processing device (small computer 50, monitor 51), and the inclinable inclinometer 1 and surface strain gauge 2 and the field. The automatic measurement panel 3 and the communication device 30 are monitored and controlled. This monitoring and control is performed by a skilled technician who is always stationed in the measurement center 5 and judges abnormalities in the embedded inclinometer 1 and surface strain gauge 2 and wiring abnormalities (disconnection, etc.). , Switching the measurement circuit and promptly responding to the repair system. In this way, it is possible to find and deal with measurement troubles simply by being stationed at the measurement center 5 without having to be trained at each construction site office 4 by skilled engineers related to the measurement technology.
[0017]
The management device at the construction site office 4 simultaneously receives measurement data from the on-site automatic measurement panel 3, and receives machining measurement data from the measurement center 5, and further progress of construction (excavation progress, support installation, etc.) Is input as appropriate. These data are processed by a dedicated program, displayed as a graph on the screen of the monitor 41, and printed and recorded. As described above, the construction progress data, the machining measurement data, and the measurement data are synthesized and displayed on the monitor 41 of the management apparatus as a graph.
[0018]
Specifically, the processing of these data is performed by a dedicated program, and this dedicated program displays the measurement data in a graph on the screen in association with the construction progress data. By selecting a menu, this dedicated program can be used to display only the current value or the history from the past to the present, as shown in FIG. 2, or the measurement data for the specified period and the construction progress at that time The situation is displayed as a history graph. In other words, by associating with the progress of underground construction (how many meters have been excavated, or information that a cut beam has been erected or dismantled) displayed in a figure or graph, the construction progress and the current state of the mountain retaining are correlated and grasped. Can be seen as a history.
[0019]
In this way, by displaying the graph indicating the construction progress data and the measurement data in association with each other, it is possible to immediately read the change in the measurement amount due to the change in the situation. For example, as the excavation depth increases, the earth pressure naturally increases and appears in the measured amount, but if this is superimposed as a graph image, it is easy to determine whether it is normal or abnormal. In this way, the engineer at the construction site office 4 evaluates and judges whether the mountain retaining is safe or dangerous. In addition, it is possible to create a design value, safety management value, etc., combination prediction, temporal change simulation, report creation, and the like set in advance.
[0020]
Further, the measurement data, the processing measurement data, and the construction progress data are also sent to the management device (small computer 60, monitor 61) of the branch engineering department 6 so that they can be monitored at all times, and are evaluated and judged by a technician. .
In the above embodiment, only the construction site office 4 and the branch engineering department 6 are connected to the measurement center 5. However, it is also possible to connect the other management offices to further strengthen the workplace support system. Good.
[0021]
【The invention's effect】
According to the present invention, the measurement data of the work place is sent to the measurement center, and is managed collectively at the measurement center. Therefore, the measurement center does not have to be resident at each construction site office. It is possible to find and deal with measurement troubles simply by staying at the station.
In addition, the measurement results obtained at the measurement center are transferred to the construction site office or branch engineering department, respectively, so that engineers at the construction site office or branch engineering department can confirm whether it is safe or dangerous. Evaluation / judgment can be performed accurately, and this improves the quality of mountain safety management.
In addition, by constantly measuring and recording with various measuring instruments, it is possible to understand the passage of time and changes in abnormalities, and abundant engineers' judgment materials.
Also, by recording construction progress status data and combining it with each measurement data, it becomes possible to read changes in measurement data due to status changes.
In addition, by monitoring at each office, technical support by skilled professional engineers can be performed smoothly.
Furthermore, graphing the output data makes it easier to read compared to the enumeration of numbers, and at the same time eliminates the need to re-create technical reports and saves labor.
[Brief description of the drawings]
FIG. 1 is a diagram showing an overall configuration of a safety management device for a mountain stop according to the present invention.
FIG. 2 is a screen image displayed in a graph.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Implantable inclinometer 2 Surface strain meter 3 On-site automatic measurement panel 4 Construction site office 5 Measurement center 6 Branch technical department

Claims (4)

地下工事の山留めの安全管理装置において、
所要箇所に取り付けられた計測器と、
前記計測器の計測データを集積し送信する現場自動計測盤と、
計測センターに設置し、前記計測データを受信し蓄積・加工・送信し、なお計測器と現場自動計測盤と通信装置を監視・制御する計測監視処理装置と、
建設現場事務所に設置し、前記計測データを前記現場自動計測盤より同時受信し、又前記計測センターより加工計測データを受信し、工事の進捗状況を適宜入力し、これらデータを蓄積・加工し図画表示及び出力可能な管理装置と、
これらを接続する通信手段とを有し、
前記管理装置では、前記計測データと工事進捗データとを関連づけ、両方をグラフの画像として重ね合わせて表示することで、状況変化による計測量の変化を読み取り、山留めが安全であるか危険であるかの評価・判断を行うことを可能とすることを特徴とする山留めの安全管理装置。
In the safety management device of the mountain retaining for underground construction,
A measuring instrument attached to the required location;
An on-site automatic measuring panel for collecting and transmitting measurement data of the measuring instrument;
A measurement monitoring processing device installed in a measurement center, receiving, storing, processing, and transmitting the measurement data, and monitoring and controlling a measuring instrument, an on-site automatic measurement panel, and a communication device;
Installed at a construction site office, receives the measurement data from the automatic measurement panel at the same time, receives processing measurement data from the measurement center, inputs the progress status of the work as appropriate, accumulates and processes these data A management device capable of displaying and outputting drawings;
Communication means for connecting them,
In the management device, the measurement data and the construction progress data are associated with each other, and both are superimposed and displayed as a graph image, so that the change in the measurement amount due to the change in the situation is read, and whether the mountain is safe or dangerous A safety management device for a mountain stop, which makes it possible to perform evaluation and judgment .
前記管理装置のデータ加工は、前記計測データ・加工計測データと工事進捗データを表示すると共に、予め設定した設計値・安全管理値等と組合せ予測・経時変化等シュミレーションや報告書作成等が可能なことを特徴とする請求項1の山留めの安全管理装置。Data processing of the management device displays the measurement data, processing measurement data, and construction progress data, and can be used for simulation, report creation, etc., such as preset design values, safety management values, etc., combined prediction, changes over time, etc. The mountain safety management device according to claim 1. 前記管理装置が支店技術部門等他の場所にも設置され常時モニター可能なことを特徴とする請求項1又は2の山留めの安全管理装置。3. The mountain safety management device according to claim 1, wherein the management device is installed in another place such as a branch technical department and can be monitored at all times. 前記現場自動計測盤、計測監視処理装置、管理装置間の通信手段が公衆電話回線を利用することを特徴とする請求項1,2又は3の山留めの安全管理装置。4. The safety management device for a mountain stop according to claim 1, 2 or 3, wherein the communication means among the on-site automatic measurement panel, the measurement monitoring processing device, and the management device uses a public telephone line.
JP13752595A 1995-05-12 1995-05-12 Safety management device for mountain retaining Expired - Fee Related JP3718255B2 (en)

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JP2013023857A (en) * 2011-07-19 2013-02-04 Hirose & Co Ltd Measurement device and safety monitoring system
JP6190596B2 (en) * 2013-03-05 2017-08-30 前田工繊株式会社 Retaining wall monitoring system and monitoring method
CN103352455B (en) * 2013-07-30 2015-07-15 上海城建市政工程(集团)有限公司 Monitoring method of bottom soil heave of excavation foundation pit
JP6401352B1 (en) * 2017-08-10 2018-10-10 東急建設株式会社 Mountain retaining management system and mountain retaining management method
CN108385691A (en) * 2018-02-28 2018-08-10 南通四建集团有限公司 Pit retaining monitoring, early warning and the construction management D-BIM platforms of integrated Big Dipper high-accuracy position system
CN110984252A (en) * 2019-12-25 2020-04-10 中铁北京工程局集团有限公司 System for intelligently monitoring stability of deep foundation pit

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