A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
TUNNEL PIT MOUTH EXAMINATION SUPPORT SYSTEM AND TUNNEL PIT MOUTH EXAMINATION SUPPORT PROGRAM
To enable quick and appropriate examination of a tunnel pit mouth position.SOLUTION: A tunnel pit mouth examination support system 1 comprises: an input portion 10a receiving inputs of a road planning line, a tunnel cross section, a face wall, and a back cut slope; a calculation portion 10b calculating an overburden area based on a current topography and the tunnel cross section inputted into the input portion 10a; a display control portion 10c making a display portion 11 display the road planning line, the face wall, a slope line of the back cut, and the overburden area; and an operation portion 12 for moving the face wall in a direction along the road planning line on the display portion 11. The display control portion 10c detects the moving operation of the face wall by the operation portion 12, and makes the display portion 11 display the face wall in a state in which the face wall is moved in the direction along the road planning line according to the detected moving operation.SELECTED DRAWING: Figure 2
【課題】トンネル坑口位置を素早く適切に検討する可能にする。【解決手段】トンネル坑口検討支援システム１は、道路計画線、トンネルの断面、面壁及び背面切土勾配の入力を受け付ける入力部１０ａと、現況地形と、入力部１０ａにより入力されたトンネルの断面とに基づいて土被り領域を算出する計算部１０ｂと、道路計画線と、面壁と、背面切土の勾配線と、土被り領域とを表示部１１に表示させる表示制御部１０ｃと、表示部１１上で、面壁を道路計画線に沿う方向に移動操作するための操作部１２とを備えている。表示制御部１０ｃは、操作部１２による面壁の移動操作を検出し、検出した移動操作に従って面壁を道路計画線に沿う方向に移動させた状態で表示部１１に表示させる。【選択図】図２
TUNNEL PIT MOUTH EXAMINATION SUPPORT SYSTEM AND TUNNEL PIT MOUTH EXAMINATION SUPPORT PROGRAM
To enable quick and appropriate examination of a tunnel pit mouth position.SOLUTION: A tunnel pit mouth examination support system 1 comprises: an input portion 10a receiving inputs of a road planning line, a tunnel cross section, a face wall, and a back cut slope; a calculation portion 10b calculating an overburden area based on a current topography and the tunnel cross section inputted into the input portion 10a; a display control portion 10c making a display portion 11 display the road planning line, the face wall, a slope line of the back cut, and the overburden area; and an operation portion 12 for moving the face wall in a direction along the road planning line on the display portion 11. The display control portion 10c detects the moving operation of the face wall by the operation portion 12, and makes the display portion 11 display the face wall in a state in which the face wall is moved in the direction along the road planning line according to the detected moving operation.SELECTED DRAWING: Figure 2
【課題】トンネル坑口位置を素早く適切に検討する可能にする。【解決手段】トンネル坑口検討支援システム１は、道路計画線、トンネルの断面、面壁及び背面切土勾配の入力を受け付ける入力部１０ａと、現況地形と、入力部１０ａにより入力されたトンネルの断面とに基づいて土被り領域を算出する計算部１０ｂと、道路計画線と、面壁と、背面切土の勾配線と、土被り領域とを表示部１１に表示させる表示制御部１０ｃと、表示部１１上で、面壁を道路計画線に沿う方向に移動操作するための操作部１２とを備えている。表示制御部１０ｃは、操作部１２による面壁の移動操作を検出し、検出した移動操作に従って面壁を道路計画線に沿う方向に移動させた状態で表示部１１に表示させる。【選択図】図２
TUNNEL PIT MOUTH EXAMINATION SUPPORT SYSTEM AND TUNNEL PIT MOUTH EXAMINATION SUPPORT PROGRAM
トンネル坑口検討支援システム及びトンネル坑口検討支援プログラム
YAMAMOTO MAKOTO (author)
2024-03-21
Patent
Electronic Resource
Japanese
Method for Predicting Sound Pressure Level around Tunnel Mouth
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Light tunnel for examination of locomotives
Engineering Index Backfile | 1951