STUDY ON THE INTERACTION BETWEEN FORMWORK SHORING SYSTEMS AND RC STRUCTURES IN A HIGH-RISE BUILDING DURING CONSTRUCTION 2

Authors

  • Suchun Yang Qingdao University of Technology, School of Civil Engineering, Qingdao, China
  • Chengping Qu Qingdao University of Technology, School of Civil Engineering, Qingdao, China
  • Heng Yang Qingdao University of Technology, School of Civil Engineering, Qingdao, China

DOI:

https://doi.org/10.14311/CEJ.2019.01.0007

Keywords:

Formwork; Multistory; Shore; Load transfer law

Abstract

In the construction process of high-rise building structure, the formwork temporary supports and the concrete structure are considered as a whole. Quantifying the load under the template supports can provide a better reference for the design of the template supports. In order to study the load transfer law between formwork support scaffolds and multi-storey structure, through the installation of sensors at the bottom of formwork supports and the floor slab, the load transfer law of the 3 adjacent formwork supports were monitored for a long time during the construction of high-rise buildings via the high-frequency wireless transmission systems. The main conclusions are as follows: (1) The monitoring data shows that the most unfavourable load occurs when concrete is poured into the upper story, about 1.9 times the axial force generated when concrete is poured into the test floor. (2) The monitoring data has a similar shape which is summed up as an ideal curve of change, 3 times of peak value, 3 times of decline and 1 time of sudden drop. (3)The transfer ratio of load accounts for about 57% ~ 69% of a total load of fresh concrete. (4) Considering the fluid-plastic state of concrete, a correction factor of 1.22 for vertical pole axial force is proposed, and the deviation between the modified simulated value and the measured value is less than 3%.

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References

Chan SL, Zhou ZH, Chen WF, Peng JL, Pan AD. Stability analysis of semi-rigid steel scaffolding. Eng Struct 1995;17:568–74.

Peng JL, Pan AD, Rosowsky DV, Chen WF, Yen T, Chan SL. High clearance scaffold systems during construction–1: structural modeling and modes of failure. Eng Struct 1996;18:247–57.

Peng JL, Pan AD, Rosowsky DV, Chen WF, Yen T, Chan SL. High clearance scaffold systems during construction–2: structural analysis and development of design guidelines. Eng Struct 1996;18:258–67.

Peng JL, Pan AD, Chen WF, Yen T, Chan SL. Structural modeling and analysis of modular falsework systems. ASCE J Struct Eng 1997;123:1245–51.

Peng JL, Pan AD, Chan SL. Simplified models for analysis and design of modular falsework. J Construct Steel Res 1998;48:189–209.

Peng JL, Pan AD, Chen WF. Approximate analysis method for modular tubular falsework. ASCE J Struct Eng 2001;127:256–63.

Yu WK, Chung KF, Chan SL. Structural instability of multi-storey door-type modular steel scaffolds. Eng Struct 2004;26:867–81.

Weesner LB, Jones HL. Experimental and analytical capacity of frame scaffolding. Eng Struct 2001;23: 592–9.

James Reynolds; Hao Zhang; Kim J.R. Rasmussen. Investigation of U-head rotational stiffness in formwork supporting scaffold systems[J].Engineering Structures.2017:1-11.

Zhen Xian Yu;Hui Li;Tao Cheng;Li Ping Qin;Zhen Hua Wu;Yue Chen.Analysis for Collapse Accident of Fastener-Style Steel Pipe Formwork Support System[J].Applied Mechanics and Materials.2013:2917-2920.

H. Zhang. Probabilistic study of the strength of steel scaffold systems[J].Structural Safety.2010, Vol.32 (No.6):393-401.

Liu Hongbo; Jia Li; Wen Suolin; Liu Qun; Wang Gang; Chen Zhihua. Experimental and theoretical studies on the stability of steel tube–coupler scaffolds with different connection joints[J].Engineering Structures.2016:80-95.

Timothy P Ambrose;Dryver R Houston;Peter L Fuhr;Elizabeth A Devino;Michael P Werner.Shoring systems for construction load monitoring[J].Smart Materials and Structures.1994,Vol.3(No.1):26-34..

Yue-Lin Huang;Wei-Fah Chen;How-Ji Chen;Tsong Yen;Yu-Ghian Kaoa and Chao-Qin Lina.A monitoring method for scaffold-frame shoring systems for elevated concrete formwork[J].Computers and Structures.2000,Vol.78(No.5):681-690.

Saeed Karshenas.Construction live loads on slab formworks before concrete placement[J].Structural Safety.1994,Vol.14(No.3):155-172.

D. V. Rosowsky;T. W. Philbrick, Jr.;Dryver R. Huston.Observations from Shore Load Measurements during Concrete Construction[J].Journal of Performance of Constructed Facilities.1997,Vol.11(No.1):18-23.

KING ROYER.Construction Loads on Slabs with Shored Formwork in Multistory Buildings[J]. Concrete International.2004,Vol.26(NO.7):109-112.

Buitrago, Manuel; Adam, Jose M.;Calderón, Pedro A.;Moragues, Juan J.;Alvarado, Yezid A.Estimating loads on shores during the construction of RC building structures[J].Structural Concrete.2016, Vol.17(No.3):502-512.

Mosallam, K;Chen, Wf.Construction Load Distributions For Laterally Braced Formwork[J].Aci Structural Journal.1992,Vol.89(No.4):415-424.

Qing Rong Tang;Zhi Qiang Fu.Time-Varying Law Experimental Research of the Interaction of Concrete Structure and Formwork Support during the Construction Period[J].Applied Mechanics and Materials.2014:466-469.

Guo Zhenhai, Shi Xudong. Principles and analysis of reinforced concrete [M]. Beijing: tsinghua university press, 2003.

Yang heng. Field measurement analysis and simulation of multi-layer formwork support system [D]. Qingdao university of technology,2016.

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Published

2019-04-30

How to Cite

Yang, S., Qu, C., & Yang, H. (2019). STUDY ON THE INTERACTION BETWEEN FORMWORK SHORING SYSTEMS AND RC STRUCTURES IN A HIGH-RISE BUILDING DURING CONSTRUCTION 2. Stavební Obzor - Civil Engineering Journal, 28(1). https://doi.org/10.14311/CEJ.2019.01.0007

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