Newly Established PC Bridge Grout Filling Inspection System UCM2000-SH

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last updated：Aug 06, 2015

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It is a wideband ultrasonic testing device that can non-destructively measure the filling and unfilled conditions of internal sheath grout.

The UCM2000-SH is a wideband ultrasonic sheath grout filling exploration system that can non-destructively measure the filling and unfilled states of internal sheath grout. It is capable of exploring the filling of polyethylene sheaths and can also be applied to fiber-reinforced concrete. The probes are arranged considering the spacing, rebar, and the position of the transverse sheath, allowing for the analysis of data obtained from calibration measurements of empty sheaths and the data from each sheath measured to determine the filling status. 【Features】 - Non-destructive measurement of filling and unfilled states of internal sheath grout - Capable of exploring the filling of polyethylene sheaths - Applicable to fiber-reinforced concrete - Probes arranged considering spacing, rebar, and transverse sheath position - Ability to analyze data and determine filling status For more details, please contact us or download the catalog.

Related Link - http://www.hbsystem.com/2010hbsystem/japanese/hbsy…

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【Specifications】 ○ Exploration Depth: Approximately 150mm (actual value) ○ Sheath Diameter: 93mm, 83mm (actual value) ○ Sheath Pitch: 125mm or more ○ Measurement Conditions: No rebar directly above the sheath in the longitudinal direction. Measurements from the upper slab, etc. ○ Power Supply: AC 100V ○ Dimensions: 200mm × 230mm × 72mm, Weight 2.8kg ○ Probe: φ76 probe (φ95mm × H60mm) 【Exploration Procedure】 ○ Quotation Inquiry: Borrowing internal cable layout diagrams and internal cable quantity diagrams ○ Quotation Preparation: Creating a list of measurement points → Establish measurement points at intervals of less than 10m per cable, and conduct random inspections on approximately 30% of all measurement points ○ Preparation of Implementation Plan → Explanation of measurement overview, equipment used, measurement methods, and measurement principles Marking of rebar and sheath positions, etc. ○ Marking of Sheath Position: Based on design drawings ○ Marking of Rebar Position: Based on design drawings ○ Exploration of Grout Filling Inside the Sheath → Positioning the probe considering spacing, rebar, and lateral sheath positions ○ Analysis and Reporting of Grout Filling Inside the Sheath → Analyzing data obtained from calibration measurements of empty sheaths and data from measurements of each sheath to determine filling ● For more details, please contact us or download the catalog.