会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 1. 发明专利
    • WAITING TIME PREDICTION DISPLAY SYSTEM IN FACILITIES INSTALLATION AREA
    • JPH0453992A
    • 1992-02-21
    • JP16475890
    • 1990-06-22
    • SHIMIZU CONSTRUCTION CO LTD
    • NAKAGAWA HIDEHIKOBANDO YOSHITOMIZUTANI MASAHIRODAIMON YUTAKASATO TOYOKATSUAIHARA KAORU
    • G09G3/22G07C5/02G09G3/32G09G5/00
    • PURPOSE:To eliminate the need of a patrol in facilities by a management side by providing plural guide boards provided with a facilities same display element, and a display device for displaying the respective waiting time signals of plural facilities. CONSTITUTION:The respective waiting time of various facilities is calculated by detecting the number of stagnant persons of persons who desire to use various facilities, respectively, and dividing a multiplication value of each of the number of these stagnant persons and a processing time per once of each the facilities concerned by the number of persons to be processed per once of each the facilities concerned. These signals are transmitted to a guide board 4 provided in various facilities installation area, the waiting time of various facilities is displayed on waiting time display devices 7 - 9 of various facilities provided on the guide board 4, and also, these waiting time signals are transmitted to a facilities management center 1. Also, operating device of terminal equipments 12', 13 are operated, and a controller 3 to which a discriminating signal corresponding thereto is inputted discriminates it and energizes the corresponding switch, turns on a facilities name display element 6 connected thereto and light emitting elements 10, 11 of a guide path, and on the other hand, displays a character on a character display part 5 is necessary. In such a way, a congestion state is grasped unitarily.
    • 3. 发明专利
    • JPH05347670A
    • 1993-12-27
    • JP6464891
    • 1991-03-28
    • SHIMIZU CONSTRUCTION CO LTD
    • DAIMON YUTAKASATO TOYOKATSUAIHARA KAORUNAKAGAWA HIDEHIKOBANDO YOSHITOMIZUTANI MASAHIROSATO KAZUHIRO
    • H04M11/00H04Q9/00
    • PURPOSE:To provide a remote monitor control communication system depending on simple system configuration via a telephone line. CONSTITUTION:A dial signal received via a line control section 6 making automatic reply, line opening, automatic acquisition of an line wire and automatic dialing based on an incoming call signal from a PBX 5 is analyzed by a PB reception circuit 8. Then an equipment control signal and a communication control signal are detected and a main control circuit 10 controls the equipment based on the equipment control signal and a 16Hz outgoing circuit 9 uses a pseudo signal to start a MODEM 11 of a personal computer(PC) 12 based on the communication control signal to smooth the changeover between the control and the MODEM communication. Moreover, a main control circuit controls the line control section 6 and the 16Hz outgoing circuit and a PB dial circuit 7 converts transmission data into a dial signal and detects the start of a MO DEM to implement line wire acquisition control and the contention between transmission of sensor detection data and data communication is controlled and adjusted even in the case of transmission from a terminal equipment to the center.
    • 6. 发明专利
    • VERTICALITY MEASURING SYSTEM
    • JPH0427817A
    • 1992-01-30
    • JP13315190
    • 1990-05-23
    • SHIMIZU CONSTRUCTION CO LTD
    • WADA TAKASHINAKAGAWA HIDEHIKOYASUDA SAKAEKAGEYAMA TAKAO
    • G01C9/06G01C15/00
    • PURPOSE:To operate and output the deviation between both positions by comparing the coordinates of a position of the laser light emitted from a light emitting part, which is arranged on a rotary state, in the vertical direction with a light receiving part, which is fixed to the head part of a material to be measured, with the known coordinates of the light emitting part. CONSTITUTION:A rotary stage 2 corrects the measuring accuracy in the vertical direction. A light receiving part 6 has a visible-light screening filter. The light receiving part 6 is composed of a photodiode matrix for detecting a position in the directions of X and Y. Measuring parameters such as a swinging width, the luminance of the laser light and measuring region are computed by searching the locus of the laser light for a specified time and transmitted to a control part 7. In the control part 7, the known coordinates of the light emitting part 3 are compared with the coordinates of the position which is received with the light receiving part 6. The deviations from the known coordinates in the directions of X and Y are displayed on a screen and outputted through a printer. The plumbing of a steel-frame column is corrected based on the result, and the correction to the known coordinates is performed.
    • 9. 发明专利
    • PERPENDICULARITY MEASUREMENT SYSTEM
    • JPH0469515A
    • 1992-03-04
    • JP18104790
    • 1990-07-09
    • SHIMIZU CONSTRUCTION CO LTD
    • WADA TAKASHINAKAGAWA HIDEHIKOYASUDA SAKAEKAGEYAMA TAKAO
    • G01C15/00G01C9/06
    • PURPOSE:To measure the perpendicularity of many bodies to be measured from the ground with high accuracy in a short time by moving a reference point which is set on the ground surface onto a measurement floor, storing the coordinate values of the reference point on the measurement floor by using a three-dimensional survey instrument and measuring the coordinate values of the bodies to be measured according to the stored coordinate values. CONSTITUTION:The perpendicular laser beam from the light emission part of the rotary table at the reference surface L1 on the ground surface L is received by the light reception part of the photodiode matrix of a column on a measurement surface M, a control part receives light reception laser beam position data, and a central arithmetic processing unit processes and analyzes the data and moves the reference point L1 onto the measurement floor M to obtain reference points M1 and M2 similarly even at a measurement point L2. Then, the coordinate values of the reference points M1 and M2 on the floor M are stored by using the three-dimensional survey instrument 10 and the coordinate values of the bodies M3 - M8 are measured according to the stored coordinate values to measure the perpendicularity of many object bodies speedily with high accuracy from the ground.