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Journal articles on the topic 'Climbing formwork'

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1

Yao, Gang, Haoting Guo, Yang Yang, Chengming Xiang, and Soltys Robert. "Dynamic Characteristics and Time-History Analysis of Hydraulic Climbing Formwork for Seismic Motions." Advances in Civil Engineering 2021 (March 12, 2021): 1–17. http://dx.doi.org/10.1155/2021/2139153.

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With the widespread use and increasing cycle life of climbing formwork to construct high-rise buildings in earthquake-prone areas, the risk of earthquakes during the construction period increases. Hence, it is necessary to analyze the seismic response of climbing formwork. According to actual climbing formwork in the super high-rise office building of Wanda Plaza in Kunming, China, the finite element model of the climbing formwork is established on the Ansys platform. The correctness of the model is verified by comparing the natural frequencies of the actual climbing formwork and the finite el
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2

Li, Jian Ping, Jie Ruan, Pin Tan, and Xian Jun Wang. "Simulation Analysis and Structure Optimization of Steel Structure Climbing Formwork with Material Properties Used in the Large Angle Leaning Bridge Tower." Applied Mechanics and Materials 540 (April 2014): 201–4. http://dx.doi.org/10.4028/www.scientific.net/amm.540.201.

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Steel structure climbing formwork has been widely used in bridge pier and bridge tower, etc. But the design of 30 degrees slope climbing formwork design is rarely involved. The climbing formwork which in the upper surface of leaning bridge tower is affected by concrete buoyancy and the downside is affected by concrete gravity .That cause insufficient stiffness,deformation of the template,non-uniform cross-section of the bridge and large angle deviation which have great harm to the bridge quality .This paper which combined the construction project of Huaibei Xiangwang Bridge establish the mode
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3

Xia, Ju-wei, Yun-long Yao, Xiao-shun Wu, and Yuan-hong Chen. "Calculation and Analysis of Hydraulic Automatic Climbing Formwork Equipment for Super-high Building Construction." Journal of the International Association for Shell and Spatial Structures 62, no. 1 (2021): 24–36. http://dx.doi.org/10.20898/j.iass.2021.003.

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Hydraulic automatic climbing formwork equipment is widely used in super-high-rise building construction due to its advantages of simple operation, fast construction speed, low cost, and high automation. Quantitative calculation of the mechanical state of climbing formwork equipment is an important technical means of ensuring safety during super-high building construction. This work thus introduces a hydraulic climbing formwork equipment structure and subsequently analyzes the construction process and the main working state of the hydraulic climbing formwork equipment. Then, for the design of t
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4

Hu, Shicheng, and Jun Li. "Analysis of dynamic characteristics of climbing formwork under wind loads." E3S Web of Conferences 79 (2019): 01016. http://dx.doi.org/10.1051/e3sconf/20197901016.

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This article took the climbing formwork which constructed on the bridge at a height of 100 meters as the prototype, then established the finite element model and conducted modal analysis. The APDL language is used to load the wind load which is simulated by the Matlab programming then calculated the displacement and acceleration responses of the climbing formwork and further. The results show that the bending effect of the climbing formwork is more obvious. This calculation method of calculating the wind load, improve the anti-wind design method of the climbing formwork.
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5

Tian, Guo Liang. "Research on Application of New Concrete Silo Construction Technical System." Advanced Materials Research 1065-1069 (December 2014): 1577–85. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1577.

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considering the development of concrete silo structure in recent years and engineering characteristics of large reinforced concrete silo, construction processes and structures of concrete silos are classified and general construction technical system is formed through innovation of construction technique and process. The general construction technical system focuses on adjustable drawbar climbing formwork system, inside drawbar-free climbing formwork system and whole lifting and towing integrated climbing formwork system, is featured with integrated construction and has multiple technical unit
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6

Wahyudi, M. Rizal, and Astuti Boer. "Tingkat Efisiensi Biaya Pekerjaan Bekisting Struktur Core Wall Menggunakan Metode Semi Sistem dan Climbing System Terhadap Metode Konvensional (Studi Kasus: Proyek Pembangunan Menara Bank Rakyat Indonesia Pekanbaru)." JURNAL SAINTIS 19, no. 02 (2019): 51. http://dx.doi.org/10.25299/saintis.2019.vol19(02).3917.

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[ID] Pembangunan Menara Bank Rakyat Indonesia Pekanbaru didukung dengan core wall yang merupakan struktur beton bertulang vertikal berbentuk dinding dirancang untuk menahan gaya geser, gaya lateral. Keterlambatan penyelesaian pekerjaan core wall akan mempengaruhi siklus floor to floor pembangunan bangunan yang akan berdampak pada biaya proyek, maka dibutuhkan suatu metode bekisting yang dapat memberikan dampak yang signifikan dinilai dalam hal efektif dan efisiennya dalam pekerjaan core wall. Oleh karena itu dilakukan penelitian tentang tingkat efisiensi biaya pekerjaan bekisting core wall. Pe
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7

Zhou, Ji Zhong, Qi Lin, Ming Pi Liao, Jin Ping Zhuang, and Xue Feng Cai. "Application of Modularized Low-Position Jacking Formwork System in Core-Tube Building." Applied Mechanics and Materials 405-408 (September 2013): 3103–7. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.3103.

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Compared with other template construction technology, jacking formwork system has the advantages of self-climbing, less operating personnel, good safety and good construction quality, with relatively innovative construction techniques and technology and has been widely used in the construction of tall buildings in recent years. The lifting principles and characteristics of jacking formwork were introduced in the paper. Based on the application in a tall building project, construction technologies of the formwork were introduced.
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8

Kannan, M. Ramesh, and M. Helen Santhi. "Constructability Assessment of Climbing Formwork Systems Using Building Information Modeling." Procedia Engineering 64 (2013): 1129–38. http://dx.doi.org/10.1016/j.proeng.2013.09.191.

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9

Li, Shimin, Ziqiang Yu, Zhaohu Meng, et al. "Study on construction technology of hydraulic climbing formwork for super high-rise building under aluminum formwork system." IOP Conference Series: Earth and Environmental Science 769, no. 3 (2021): 032062. http://dx.doi.org/10.1088/1755-1315/769/3/032062.

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10

Golafshani, Emadaldin Mohammadi, and Siamak Talatahari. "Predicting the climbing rate of slip formwork systems using linear biogeography-based programming." Applied Soft Computing 70 (September 2018): 263–78. http://dx.doi.org/10.1016/j.asoc.2018.05.036.

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11

Guo, Zi Hua, and Zhe Zhang. "Erection of Pearl Bridge by Bear Angle Vertical Swivel Method." Advanced Materials Research 163-167 (December 2010): 961–67. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.961.

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Bear Angle Vertical Swivel Method for arch bridge has been developed for many years overseas and obtained stated success such as Kobaru Valley Bridge in Japan and ArgenLobel bridge in Germany, this method is in the researching period right now in China. During the processing of construction, concrete of arch rib was casted vertically and then rotated, main arch ring was casted vertically by formwork climbing technology, main arch ring was laid to completed bridge elevation by using continues jacks, forming a set of swivel construction method for arch bridge.
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12

Liu, Xiaoyong, Yiming Hu, Daoyang Chen, and Lili Wang. "Safety Control of Hydraulic Self-climbing Formwork in South Tower Construction of Taizhou Bridge." Procedia Engineering 45 (2012): 248–52. http://dx.doi.org/10.1016/j.proeng.2012.08.152.

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13

Flamm, Chirstoph, Ivo L. Hofacker, and Peter F. Stadler. "RNA In Silico The Computational Biology of RNA Secondary Structures." Advances in Complex Systems 02, no. 01 (1999): 65–90. http://dx.doi.org/10.1142/s0219525999000059.

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RNA secondary structures provide a unique computer model for investigating the most important aspects of structural and evolutionary biology. The existence of efficient algorithms for solving the folding problem, i.e., for predicting the secondary structure given only the sequence, allows the construction of realistic computer simulations. The notion of a "landscape" underlies both the structure formation (folding) and the (in vitro) evolution of RNA. Evolutionary adaptation may be seen as hill climbing process on a fitness landscape which is determined by the phenotype of the RNA molecule (wi
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14

"Static Analysis of Climbing Formwork System for High-Rise Building Construction." International Journal of Recent Technology and Engineering 8, no. 6 (2020): 4078–84. http://dx.doi.org/10.35940/ijrte.d7608.038620.

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The prime objective of this research is to develop a comprehensive framework for the static analysis of crane-dependent climbing formwork system. In this research, one of the climbing formwork systems that are commonly used for the construction of high-rise buildings known as crane-dependent is contemplated. Initially, suitable design intends of the climbing formwork system are discerned from the literatures and formwork technical reports. Additionally, various other factors influencing the analysis of the climbing formwork system are taken from the real-time construction projects. Using these
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15

Jurnal, Redaksi Tim. "IDENTIFIKASI PENGARUH PENGGUNAAN RAIL CLIMBING SYSTEM PADA PEKERJAAN KONSTRUKSI COREWALL." Forum Mekanika 7, no. 2 (2019). http://dx.doi.org/10.33322/forummekanika.v7i2.203.

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In structural work, especially corewall, the use of conventional formwork systems decreases work effectiveness over time. PT. Total Bangun Persada, one of the stakeholders that applies innovation to increase the effectiveness of that is by using the rail climbing system as a solution to the problems faced. This study will compare the time effectiveness of conventional systems using corewall using the rail climbing system which was analyzed using cyclone to obtain effective repeat cycles. From the two systems, the results show that the corewall work using the rail climbing system is more effect
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16

Hong, Geon-Ho, and Seong-Won Jung. "Development of Auto-Climbing Formwork System for Composite Core Walls." Journal of Asian Architecture and Building Engineering, January 4, 2021. http://dx.doi.org/10.1080/13467581.2020.1869022.

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