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3D Printed Concrete Curved Mold Shells-cast-in-place Beam Construction and Vertical Loading Tests
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You-bao JIANG1, Jie TAN1, Peng-xiang GAO1, *, Ming-liang ZHANG2, Hao-xuan HE1
Science Technology and Engineering | 2025, 25(9) : 3821 - 3827
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Science Technology and Engineering | 2025, 25(9): 3821-3827
Papers·Architectural Science
3D Printed Concrete Curved Mold Shells-cast-in-place Beam Construction and Vertical Loading Tests
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You-bao JIANG1, Jie TAN1, Peng-xiang GAO1, *, Ming-liang ZHANG2, Hao-xuan HE1
Affiliations
  • 1 School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
  • 2 Hunan Construction Engineering Group Limited Liability Company, Changsha 410004, China
Published: 2025-03-28 doi: 10.12404/j.issn.1671-1815.2403689
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Concrete arc beams in the support mold is often difficult to ensure the molding accuracy, the production is more difficult to high cost, and 3D printing technology has a construction speed, design freedom and high characteristics, so in order to solve the problems such as the complexity of concrete arc beam support, the effectiveness of 3D printing arc shell-cast-in-place beam construction was studied. According to the existing 3D printing concrete ratio and process parameters, three 3D printing curved beam mold shells were designed and printed, and the printing and molding accuracy was measured. The mold shells were equipped with reinforcing cages and cast-in-place concrete materials, and 3D printing concrete curved mold shells-cast-in-place beams were produced. The beam specimens were subjected to vertical loading tests to validate the effectiveness of the construction method. The results show that the 3D printed curved mold shell is basically the same size as the 3D model, with a maximum error of 4% in the middle, and the overall printing and molding quality is good. Under vertical loading, the damage patterns of the three 3D printed curved mold shell-cast-in-place beam specimens are similar. The cracking load and ultimate capacity of the beam specimen with reinforcement between the curved mold shell and the cast-in-place beam have been significantly improved, with an increase in the ultimate load of about 25%.

3D printed concrete  /  mold shells  /  reinforcement bars  /  cracking loads  /  ultimate loads
You-bao JIANG, Jie TAN, Peng-xiang GAO, Ming-liang ZHANG, Hao-xuan HE. 3D Printed Concrete Curved Mold Shells-cast-in-place Beam Construction and Vertical Loading Tests[J]. Science Technology and Engineering, 2025 , 25 (9) : 3821 -3827 . DOI: 10.12404/j.issn.1671-1815.2403689
Year 2025 volume 25 Issue 9
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Article Info
doi: 10.12404/j.issn.1671-1815.2403689
  • Receive Date:2024-05-18
  • Online Date:2025-07-09
  • Published:2025-03-28
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History
  • Received:2024-05-18
  • Revised:2024-12-27
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Affiliations
    1 School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
    2 Hunan Construction Engineering Group Limited Liability Company, Changsha 410004, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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