Receiver - メーカー・企業75社の製品一覧とランキング

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  1. エクセリ 本社 Tokyo//Trading company/Wholesale
  2. AKT｜アカサカテック 横浜本社、中部営業所、福岡営業所 Kanagawa//Information and Communications
  3. アイ・ディ・ケイ Kanagawa//others
  4. 4 ジオサーフ Tokyo//Other construction industries
  5. 5 Jコーポレーション Nara//Information and Communications
企業ランキングへ

Receiverの製品ランキング

更新日： 集計期間:Dec 24, 2025～Jan 20, 2026
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  1. Modular Matrix Switcher FDX Series アイ・ディ・ケイ
  2. Antenna-integrated GNSS receiver "CS Mate PRO" AKT｜アカサカテック 横浜本社、中部営業所、福岡営業所
  3. GNSS Receiver GX2 Series TI アサヒ 本社
  4. 4 Venus Laser RTK ジオサーフ
  5. 4 RTK GNSS Receiver "RWP" ビズステーション 本社

Receiverの製品一覧

211～225 件を表示 ／ 全 277 件

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Collection of Case Studies on the Use of Network RTK: "Verification / Academic"

Collection of Case Studies on the Use of Network RTK: "Verification / Academic"

Introduction of verification and case studies of "network-type RTK" in academic fields.

This document introduces case studies in the academic field that utilize a unique technology (JENOBA method) based on real-time data from electronic reference points, specifically in the context of "network-type RTK." It includes examples such as "experimental verification of static surveying using network-type static and electronic reference points" and applications in "surveying investigations of large ancient burial mounds." The advantages of this approach have been demonstrated, including the lack of time and cost involved in preliminary surveys, allowing for immediate surveying work with preparations made the day before, proving beneficial not only in general surveying but also in archaeological investigations. 【Published Examples】 ■ Experimental verification of static surveying using network-type static and electronic reference points (Urban Design Engineering Department, Osaka Institute of Technology, Surveying and Geotechnical Research Laboratory) ■ Case study of network-type RTK application in large ancient burial mound surveying investigations (Archaeology Research Laboratory, Okayama University) *For more details, please refer to the catalog or feel free to contact us.

  • Surveying
  • others

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Case Studies on the Use of Network RTK: "GNSS Demonstration Experiments"

Case Studies on the Use of Network RTK: "GNSS Demonstration Experiments"

Introducing use cases of "network-type RTK" in GNSS demonstration experiments.

This document introduces examples of the use of a unique technology (JENOBA method) that employs real-time data from electronic reference points in GNSS demonstration experiments of "network-type RTK." It includes information on the "multi-GNSS demonstration experiment," as well as the usefulness of "buggy surveying" and "network-type multi-GNSS distribution under adverse conditions." The high utility of multi-GNSS has been confirmed for further efficiency in extensive construction management surveying, especially under adverse conditions where the number of receiving satellites is often limited. [Featured Examples] ■ Multi-GNSS Demonstration Experiment [Hokkaido Region] (Iwasaki Co., Ltd.) ■ Demonstration of Network-Type GNSS Utilization through Buggy Surveying (Positioning Satellite Technology Co., Ltd.) ■ Demonstration Experiment on the Usefulness of Network-Type Multi-GNSS Distribution under Adverse Conditions (Senna and Burns Co., Ltd.) *For more details, please refer to the catalog or feel free to contact us.

  • Surveying

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[Example] Road Ledger Appendix Modification Work

[Example] Road Ledger Appendix Modification Work

Adoption of network-type RTK-GPS for road ledger annex drawing modification work!

We would like to introduce a case study where the Kansai Division of PASCO Corporation adopted the JENOBA method using network-type RTK-GPS for the "Road Ledger Appendix Modification Work." The site is a general national road under the jurisdiction of the Osaka National Highway Office, with a total length of approximately 85 km. Due to the short construction period of 4 months, it was necessary to consider the work methods and processes. Given the work conditions, we established a policy to improve quality and accuracy, particularly in the measurement of reference points, implementing GPS static surveying using electronic reference points and network-type RTK-GPS using the JENOBA method (both indirect and direct methods with a single receiver). 【Solution】 - Adopted network-type RTK-GPS using the JENOBA method for the installation of relevant reference points. - For areas with poor overhead visibility during reference point surveying, a combination of GPS and TS was used. - Implemented a point distribution plan that took into account areas under construction. - Considered the efficiency of work through planning that accounted for existing and planned reference points from other organizations. - Established reference points within the system (including those from other organizations) and introduced an inspection system using ArcGIS. *For more details, please refer to the PDF document or feel free to contact us.

  • Road construction
  • Surveying

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[Example] Construction of a Surveying Work Manual

[Example] Construction of a Surveying Work Manual

Utilizing the single point observation method of network RTK-GPS surveying as public surveying in the field of geodetic surveying!

We would like to introduce a case study utilizing reference points (star measurement points) through network-type RTK single-point observation in the "Construction of Surveying Work Manual" by the City of Tondabayashi, Osaka Prefecture (in cooperation with Asahi Koyo Co., Ltd.). To conduct 3rd and 4th class reference point surveys, which form the backbone of construction surveying, as public surveys, it is necessary to use higher-level national reference points or public reference points as known points. However, in areas where the density is not sufficiently developed for efficient use, there can be an excessive financial burden. As a result, these surveying works may not be applied to the Geospatial Information Authority of Japan as public surveys, and the surveying results have rarely been utilized beyond the respective projects. 【Solution】 - Developed the RTK-GPS single-point observation method using network-type RTK-GPS in collaboration with Asahi Koyo Co., Ltd. in the field of geodetic surveying. - Received advice from the Geospatial Information Authority of Japan based on the application under Article 16 of the Public Survey Work Regulations. - Utilized the network-type RTK-GPS single-point observation method as public surveying in the field of geodetic surveying. *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Application to Continuous Elevation Measurement of Mobile Bodies

[Example] Application to Continuous Elevation Measurement of Mobile Bodies

Introducing the application of FKP-GPS measurement and ultrasonic level meters for continuous elevation measurement of moving objects!

We would like to introduce a case study conducted by Shin Gijutsu Consulting Co., Ltd. on the Chitose River embankment regarding the application of "FKP-GPS surveying and ultrasonic level measurement for continuous elevation measurement of moving bodies." The site is located between 7.0 km and 12.0 km of the first-class river Chitose River, which flows through Ebetsu City and Chitose and Eniwa Cities. To understand the condition of the construction reference surface of the embankment built on soft ground, continuous elevation measurement using a moving body was conducted, along with a comparative verification against direct leveling. The vehicle was equipped with a high-precision GPS receiver and an aerial level meter, obtaining coordinate values and indirect elevation values every second using the FKP method. Additionally, for comparison with direct leveling, direct elevation observations were made at the points where the level meter sensor made contact. Comparative measurements were taken at 77 identical points over a 3 km section on both the right and left banks. [Results (excerpt)] ■ Comparison with direct leveling (KP reference) - Less than 5 cm: 68.8%, less than 10 cm: 97.4% ■ Comparison with existing benchmark results - Maximum ΔX 0.022m, ΔY 0.013m, ΔH 0.022m - Standard deviation ΔX 0.010m, ΔY 0.007m, ΔH 0.010m *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Flood Area Determination Services during Flooding

[Example] Flood Area Determination Services during Flooding

Utilizing network RTK in flood area determination operations!

We would like to introduce a case study by Souya Surveying Co., Ltd. that utilized network-type RTK in the "Flood Area Determination Work." In this case, topographic surveys were conducted using the network-type RTK method to determine the flood area during flooding. The survey involved measuring the positions and heights of open drainage and buried pipes in agricultural land. Traditionally, this would be done using a total station and level, but we conducted accuracy verification of the network-type RTK-GPS and proposed it to the client. The work proceeded smoothly without issues related to satellite conditions or overhead visibility, and it was completed in about a month and a half. 【Benefits and Effects】 ■ Significant efficiency improvement ■ Effective as an initial investment since work can be done with just one set of receivers *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Establishment of Class 3 Benchmark Points for Agricultural Land Adjustment

[Example] Establishment of Class 3 Benchmark Points for Agricultural Land Adjustment

Obtain coordinate values in just a few seconds! Establish reference points using network-type RTK-GPS!

We would like to introduce a case where Kyouin Surveying and Design Co., Ltd. applied network-type RTK-GPS for the "Establishment of Class 3 Reference Points for Agricultural Land Adjustment." In this case, we utilized a PAS compatible with network-type RTK-GPS for the establishment of Class 3 reference points for agricultural land adjustment. 【Work Overview】 ■ Distance from starting point to endpoint: 3 km ■ A total of 6 reference points were observed *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Case] Establishment of reference points due to the digitization of road ledgers.

[Case] Establishment of reference points due to the digitization of road ledgers.

Utilization of network-type RTK in the establishment of reference points due to the digitization of road ledgers!

We would like to introduce a case study utilizing network-based RTK in the "Establishment of Reference Points Accompanying the Digitization of Road Ledger" by Ariake Surveying Development Co., Ltd. 【Work Details】 ■ Installed 70 new points over a total length of 80 km * Network-based RTK involves observations of more than 10 epochs (single point observation method) 【Benefits and Effects】 ■ The conventional ground method using total stations took 30 person-days (3 people x 10 days), whereas this case was completed in 3 person-days (1 person x 3 days). ■ Significant cost reduction was achieved by reducing both work time and manpower. * For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Positioning of drilling locations and elevation measurement associated with geological surveys.

[Example] Positioning of drilling locations and elevation measurement associated with geological surveys.

Observation of reference points using network RTK! The entire work was completed in 2 days.

We would like to introduce a case study utilizing network-based RTK in the "boring position setting and elevation measurement associated with geological surveys" conducted by Yamaguchi Land Survey Co., Ltd. In this case, we were commissioned to set the boring positions and measure elevations during a geological survey for a new road construction project. The survey area was nearly 10 km, with 20 separate survey points that were quite distant from each other. It was estimated that conventional benchmark surveying and leveling would take more than 10 days to complete. Additionally, the points were far from nearby triangulation points, which would require excessive man-hours for leveling. Due to requests from the client, we decided to proceed with the work using network-based RTK. [Work Overview] 1. Coordinate setting of survey points based on the preliminary planning map. 2. Benchmark observation using network-based RTK. 3. Verification of local positions and elevations through coordinate calculations. *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Approximately 30 km² block inspection and measurement work, etc.

[Example] Approximately 30 km² block inspection and measurement work, etc.

Introducing block inspection measurement work utilizing network RTK!

We would like to introduce a case study utilizing network-based RTK in the "approximately 30 km² block inspection survey work" by Tanaka Consultant Co., Ltd. The work involves surveying approximately 1,000 block points by checking the local boundary markers by fiscal year (by land readjustment project). For each boundary marker, data acquisition was performed with 10 epochs in 2 sets, and the results showed that the difference between sets was within 2 cm, achieving good accuracy. 【Benefits and Effects】 ■ It is possible to reduce work efficiency related to the installation of reference points, personnel, safety, etc., by about one-third. *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Topographic Survey

[Example] Topographic Survey

Introducing examples of terrain surveying using network-type RTK!

We would like to introduce a case study by Shasoku Co., Ltd. on the use of network-based RTK in "topographic surveying." The site was a 9-hectare area of cultivated land and riverbed for topographic surveying. Approximately 1,000 points were surveyed per day, and the work was completed in three days. The majority of the surveying was conducted by one person (using network-based RTK), while supplementary measurements were taken by two people (using total station). 【Results】 - The observation conditions were good, with clear visibility and mobile phone communication. - There were no major troubles. - Compared to traditional methods, the speed of work was increased by 1.5 times. *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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[Example] Installation of River Distance Markers

[Example] Installation of River Distance Markers

Introducing observation examples of 75 Class 4 reference points in the topographic survey of rivers in Saga Prefecture!

We would like to introduce a case study by Kyushu Surveying and Design Co., Ltd. that utilized network RTK in "river distance marker installation." In this case, network RTK was used to conduct observations of 75 fourth-class reference points during topographic surveying of rivers in Saga Prefecture. On-site checks of the observation values (closure) were performed to confirm the consistency of the observation values, and then calculations for the provisional and practical networks were conducted back at the office to determine the coordinates. In the above scenario (only observation time), the work would typically take about two and a half days if done with total stations, but by using network RTK, the work time was reduced to 7 to 8 hours, achieving a significant reduction in work time (with good visibility overhead). 【Benefits and Effects】 ■ Cost reduction compared to conventional reference point surveying (work can be done by one person) *For more details, please refer to the PDF document or feel free to contact us.

  • Surveying

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160MHz band STL receiver "ST-160T"

160MHz band STL receiver "ST-160T"

The transmission frequency is 162 to 169 MHz! The maximum transmission power is 25W, and it can be customized according to your requirements.

The "ST-160T" is an STL transmitter operating in the 160MHz band. The maximum transmission output is 25W and can be customized upon request. In case of temperature abnormalities, an alarm output is triggered when the temperature of the fins exceeds 80°C, and the operational status and alarm can be checked on the LCD on the front panel. 【Features】 ■ Natural air cooling system ■ Operational status and alarm can be checked on the LCD on the front panel ■ Maximum transmission output of 25W, customizable upon request *For more details, please refer to the PDF document or feel free to contact us.

  • Monitoring and Control Equipment
  • others

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2-frequency GNSS receiver 'HiPer V'

2-frequency GNSS receiver 'HiPer V'

Equipped with cutting-edge GNSS signal reception processing technology, Vanguard Technology!

"HiPer V" is a dual-frequency GNSS receiver that achieves stable observations. It is equipped with advanced technology on the GNSS board, enhancing positioning capabilities with GPS and GLONASS. Additionally, it has a built-in small-area radio for transmission and reception, freeing both fixed and mobile stations from the hassle of installing and connecting radio equipment. This enables highly mobile RTK observations (GGDM/GDM type). 【Features】 ■ Lightweight and durable magnesium body ■ Removable battery ■ Supports Wi-Fi tethering ■ Compatible with SD/SDHC cards ■ Equipped with voice message functionality *For more details, please refer to the PDF document or feel free to contact us.

  • Other measuring instruments
  • Distance measuring device/length measuring device

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GNSS receiver "GRX3"

GNSS receiver "GRX3"

Built-in digital simple radio capable of sending and receiving! Compact integrated GNSS receiver.

The "GRX3" is an integrated GNSS receiver that supports multi-GNSS and achieves stable positioning functionality. It has a built-in digital simple radio for transmission and reception, eliminating the hassle of external radios, allowing for lightweight equipment during observations. With its robust magnesium alloy body, it can be used safely even in harsh environments. 【Features】 ■ Supports multiple satellites and frequencies ■ LongRange data communication ■ Built-in digital simple radio ■ Built-in battery for long-duration observations ■ Complies with IP67 dust and water resistance standards *For more details, please refer to the PDF materials or feel free to contact us.

  • others

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