LABORATORY FOR TESTING AND INSPECTION OF CONSTRUCTION PROJECTS (LAS-XD 125)
1. General Introduction
The Laboratory and Construction Testing Department is under the direct supervision of the Laboratory and Construction Testing Division, Faculty of Civil and Industrial Engineering.
The Construction Testing and Inspection Laboratory is recognized by the Ministry of Construction as a specialized construction laboratory, code LASXD 125, according to Decision No. 1218/QD-BXD dated September 20, 2000.
As a collective member of the Vietnam Construction Association, according to Decision No. 55/QD/THXDVN
Head of Laboratory: Assoc. Prof. Dr. Nguyen Trung Hieu.
2. Function:
* Serving Training Purposes:
Practical experiments for the subjects of Structural Testing and Inspection, Structural Pathology and Repair.
Implementing experimental research content for Master's theses and doctoral dissertations.
* Serving Scientific Research:
Conducting scientific research projects at the university, ministerial, and national levels.
Collaborate on research and development projects and technology transfer with domestic and international organizations in the field of structural engineering and construction quality control.
* Serving Production:
Consulting services in the field of testing and quality control of materials, structures, and construction projects.
3. List of main equipment and machinery
The Construction Testing and Inspection Laboratory is equipped with instruments and equipment for practical teaching, scientific research, and testing services in the construction field.
No. | DEVICE | MEASUREMENT RANGE | COMPANY - COUNTRY OF PRODUCTION | SCOPE OF APPLICATION |
1 | Servo hydraulic static and dynamic fatigue testing machine | - Maximum static load capacity: ± 75kN - Maximum dynamic load capacity: ± 50kN | Walter Bai - Switzerland | Test the tensile, compressive, and bending properties of metals, concrete, mortar, and other materials in both static and dynamic states. This allows for the study of material behavior after the elastic domain (after cracking occurs). |
2 | YMP100 Universal Bending and Pulling Machine | 0-100 Tons | Soviet Union | Pulling and bending steel samples D12-40mm |
3 | DHR2000 Compression Bending Machine | 0-200 Tons | Unitest Malaysia | Compression and bending of various types of concrete samples. |
4 | Compressor 50-C56-G2 | 0-300 Tons | Control - Italy | Compression of concrete samples 5 |
| 5 | YMP100 Universal Bending and Pulling Machine | 0-100 Tons | Soviet Union | Pulling and bending steel samples D12-40mm |
6 | YM5A Compression Testing Machine | 0-5 tons | Soviet Union | Pull and bend steel samples D6-10mm, mortar samples, cement samples, wood samples, etc. |
7 | 2P650 Compressor | 0-50 tons | Soviet Union | Compression and bending of brick and mortar samples. |
8 | UPC-500 Compressor | 0-500 tons | Soviet Union | TN large components |
9 | Multi-channel static strain and displacement meter TDS 530, TDS 630 | Measure displacement, strain, temperature…. | Tokyo Sokky - Japan | Measuring the deformation, displacement, and temperature of building structures. |
12 | P3 strain gauge | - Four input signal channels - Automatically record from 1-3600 seconds for each channel separately or | Vishay - USA | This method is used to monitor the displacement and deformation of materials and structures over time through automatic recording. |
13 | LVDT displacement sensor | Measuring range: 50mm, 100mm. Accuracy: 0.01 | Tokyo Sokky - Japan | Measure the displacement of structure 14 |
| 14 | Crack expansion probe | Measurement range: ±5mm | Tokyo Sokky - Japan | Measure the expansion of cracks in the structure and study the behavior after cracking. |
15 | Force measuring device | - 1 load cell 500 kN, sensitivity: 2 mV/V - 1 load cell 3,000 kN, sensitivity: 2 mV/V | Tokyo Sokky - Japan | Measuring force in experiments |
16 | Displacement indicator | 10-25-50mm (0.01) | Mitsutoyo - Japan | Use displacement measurements on the experimental structure. |
17 | VM-5112 Oscilloscope | 0-100 Hz | IMV - Japan | Measuring structural vibrations |
18 | Power Team booster pump | 2-200 Tons | Power Team - USA | Component testing, field testing |
19 | Tico concrete ultrasonic testing machine | 0.1 to 9999 ms | Proceq - Switzerland | Checking the strength and quality of concrete. |
20 | Smith electronic rebound gun, ND type. | 10-70 N/ mm² | Proceq - Switzerland | Concrete strength testing |
21 | Smith LB type rebound gun | 10-70 N/ mm² | Proceq - Switzerland | Check the strength and quality of the bricks. |
26 | Proformeter 5 Scanlog rebar detector | Proceq - Switzerland | Checking the structure of steel bars in reinforced concrete structures. | |
27 | EPOCH4 Steel Ultrasonic Analyzer | 1.0-10000 mm | Panametric - USA | Check the quality of the welds and the thickness of the steel. |
28 | CHA QX pile drilling ultrasonic testing machine | Bored piles, barets | PDI - USA | Checking the quality of bored piles and barets. |
29 | Earth Resistance Meter Model 4105A | 0-1999 W | Kyoritsu - Japan | Check the grounding resistance of lightning protection and electrical equipment. |
30 | Optical device for measuring crack width. | - 1 optical sensor - 01 signal processing unit | China | Survey and measure the width of cracks in the building structure. |
4. Some photos of the laboratory's activities.
- University training activities
Instructions for the Structural Engineering Experiment Course | |
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Student research activities in the Laboratory | |
- Postgraduate training and scientific research activities
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Experiment on reinforced concrete beams strengthened with CFRP composite fiber sheet material. |
Experiment on eccentrically compressed planar reinforced concrete columns |
Experiment on infill wall frame system subjected to lateral loads |
Fabrication of reinforced concrete column prototypes | apple Attach the Tenzomet resistance strain gauge. |
Experiment on strengthening reinforced concrete columns with CFRP material. |
Test of adhesion strength between concrete and steel reinforcement. |
Experiment to determine the post-cracking behavior of concrete samples subjected to flexural stress. |
Experiment to determine the punching shear resistance of reinforced concrete isolated footings. |
Composite floor slab experiment conducted as part of a collaborative program between the Department of Steel and Timber Structures, the Construction Laboratory, and JFE Steel Corporation (Japan). | d52KSf6EoNu8%252fJU4NWA%252bpmo%252fcHevEA%252boeO0B0LAsGFG8347ReNi0TdLQescocW63wPuvDtQYDSW8o1uaBxYTjzjDimn OTMiwejSAf9M3qtwnFd3nsQGmf%252bGKZqM5U2FWUvPQMsYrQXBu2CScyLuK2nJYescJCaWqAk8C8ltEc7S94Zg4ehlejoX3pnmkiS50pq i51zeNnAlwVzh%252bt7oojjHOAKzzRpCVSSGoVVXv4FFfmimVEcXqJ4tPU7zAWCD9rTmdPsjvEjsNluPSblQWyOVKQOax6YAft0jIPipin G2jfDKuoNMMtKgh1S5uTVyokz%252bpT0sL7JJYrB89Vfd98iAMWs%252fnGvekEIFCNXxbqNmh2r4P&fileName=11623072477983.jpg" width="400" /> Testing the corrosion of reinforcing steel using the electrochemical corrosion method. |
- Field testing and verification activities
Assessing the extent of cracking in reinforced concrete structures. |
Reinforced concrete flat slab load test |
Evaluating concrete strength using non-destructive testing methods. |
Space frame roof slab load test |
Contact information
| Address: | Location 1: 1st Floor, Laboratory Building, University of Civil Engineering. 55 Giai Phong Street, Hai Ba Trung District, Hanoi. Campus 2: Room 105 – Building C3 – Hanoi University of Science and Technology No. 1 Dai Co Viet Street, Hai Ba Trung District, Hanoi. |
| Phone: | 024. 38.69 47.04 |
| Website: |