• Title/Summary/Keyword: construction scaffold

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The practical analysis of the gap of ledger scaffolding - focus on Pipe scaffolding - (강관비계 띠장 간격의 실무적 해석 - 단관비계 중심으로 -)

  • Bae, Jun-Tae;Kim, Chi-Gyeong
    • Proceedings of the Safety Management and Science Conference
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    • 2012.04a
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    • pp.301-311
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    • 2012
  • The law(construction standard specification, construction, standard-work regulation, Industry safety standard related regulation) related to the installation of scaffolding being used commonly on the construction site is regulated that the gap of ledger is within 1.5m and first ledger is within 2m. The gap of ledger here is essential for the stability of scaffolding structure. But it is determined that it is possible for the gap of ledger is applied by explaining safety handrail as ledger, because of the fact that in current, on the construction site, safety handrail is installed with the material of scaffolding ledger as a steel tube pipe. On this study, it is aimed to guarantee the safety by analyzing the ledger of scaffolding practically and prevent the accident of manager and laborer through the actualization.

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Fundamental Study on a New Evaluation Method of The Safety Prefabricated Scaffolds

  • Takahashi, Hiroki;Ohdo, Katsutoshi;Takanashi, Seiji
    • International Journal of Safety
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    • v.9 no.1
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    • pp.21-29
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    • 2010
  • When a new member of a scaffold is developed, it is necessary to follow the standard. Therefore, all scaffolds will assume the same structure. The aim of this study was to establish a new method for evaluating scaffold performance. In the present study, a buckling analysis of prefabricated scaffolds was executed, using the shear rigidity of the vertical and the horizontal frames as parameters. From the results, an equation is proposed for evaluating the strength of prefabricated scaffolds.

A Study on the Structural Standard of the Tube and Coupler Scaffold (단관비계의 구조규격에 관한 연구)

  • 이영섭
    • Journal of the Korean Society of Safety
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    • v.5 no.2
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    • pp.66-75
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    • 1990
  • This study is conducted to establish the structural standard of tube and coupler scaffold which is suitable for our present stuation through the comparison analysis for domestic and foreign standards as well as measurement of field survey. The results of this study are as follows : 1) The load is classified by three categories, light-duty(equal and lower than 150kg/m$^2$), medium-duty(150-250 kg/m$^2$), heavy-duty(250-350kg/m$^2$), and the equivalent horizontal length of side posts is each, 1.5-1.8m, 1.2-1.5m, equal and lower than 1.2m, and the equivalent horizontal length between front and rear posts is each 1.2-1.5m, 0.9-1.2m, equal and lower thatn 0.9m, in accordance with the load classification. 2) The height between upper and lower runner is equal and lower than 1.5m, and the brace across the width of scaffold should be installed within 15m in horizontal direction at 45 degree angle. 3) The entire scaffold should be securely tied to the wall of permanent structure with uslng anchor and bolt at intervals not to exceed 6m in case of non-connection and 4.5m in case of connection in both horizontal and vertical direction. 4) The post should be installed on the sound foundation tied to lumber footing with using base plate, and standard platform plank should be produced in the factory and widely used in the construction field.

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Survey on Work Platform on Double Scaffold by Safety Standards (쌍줄비계 작업발판 안전기준에 따른 사용 실태조사)

  • Choi, Don-Hoeng;Choi, Jin-Woo;Go, Seong-Seok
    • Journal of the Korean Society of Safety
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    • v.26 no.3
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    • pp.47-51
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    • 2011
  • Work platform is temporary material that many workers use in construction field, but many workers construct and use the work platform without considering safety standards, workers who have not the knowledge of safety standards construct the work platform in weakness and use the work platform in unstable, According to the statistics in 2009, 1230 people were injured at the work platform. Among them, victims by falling account for about 77% and mostly lead to fatal injuries. we have studied and survey about the safety or danger of the work platform(set limits to duble scaffold) in construction field and about how many workers observe safety standards of the work platform. According to the result of this survey, 24%~100%(average : 68%) of the work platform in survey is not observe the safety standards.

Case Study for Preventing Construction Site Fall Accidents (건설현장 추락사고 예방을 위한 사례 연구)

  • Choi, Du Ho
    • Korean Journal of Construction Engineering and Management
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    • v.20 no.6
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    • pp.81-88
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    • 2019
  • Recently, the government has shown a decrease in disaster accidents throughout the industry and construction industry due to various efforts to reduce disasters. However, the fall accidents in the construction industry are not decreasing but increasing. In particular, the fall accident caused by scaffolding is low each year, but the disaster intensity is very high in that it directly leads to the death of workers. Scaffolding working environment in domestic construction industry is very poor. Moreover, scaffold workers in small construction sites are not subject to safety oversight and control. Therefore, this study is the installation and non-installation of the vertical lifeline, which is the most fundamental problem to be prevented during the study, to prevent the fall of the moon scaffold. In addition, it is hoped that it will be a solution for preventing accidents in construction site construction through the identification of various causes of disasters such as rope loosening, rope breaking, and fixed point failure.

Development of Open Type Scaffolding Foothold for Material Vertical Transport (자재 수직 운반용 개방형 비계발판 개발)

  • Kim, so-young;Kim, geun-yeong;Jang, Myunghoun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.32-33
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    • 2021
  • When materials are to be transported vertically at the construction site, if the space is small, there is often a precarious situation in which materials are transported outside the scaffold or through the space secured by removing the safety footrest. In addition, if the safety foothold is removed, the reinstallation may not occur due to carelessness of a worker. To solve the problem of this particular case, we have created a safety foothold that is unnecessary to dismantle and can be opened.

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Research of the reduction measures for fall accident death in small scale construction sites. - On the Basis of work plate and scaffolding - (소규모 건설현장 떨어짐 사망재해 저감방안 연구 - 비계 및 작업발판 중심 -)

  • Yoo, Hyun-Dong;Kang, Kyung-Sik
    • Journal of the Korea Safety Management & Science
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    • v.16 no.3
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    • pp.55-62
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    • 2014
  • During five years (Year 2009~2013), Total victims of 72 %(81,560 people) and those 50.6 %(1,258 people) of death accident occurs in small scale construction site which operate 2 million USD less construction budget. Especially, falling death accident account for 785 people, in the share of 33.2 %(261 people) death disaster takes due to defect of original cause materials. The major safety issues in small scale work place take place while scaffold installation, disassembling, work-plate improper installation or non-professional skills of workers. Furthermore, labor subcontract systems make small construction site shortage of resources. Those workers regard work-plate as unnecessary and consumables supplies. Because of that most of workers use unsafe workplace in most construction site. Therefore, in order to prevent falling accident occurring in small scale work site, government should organize related regulations such as "Work site safety construction method" and then expands education support, financial aid, and sourcing safety supplies for work plate which offer broad variety experiences. Also, introduce certificate solutions for various work plates to improve safety function such as anchoring type method and anti sliding function.

An Experimental Study on the Behavior of Scaffolding System without a Part of Column (부분 무기둥 비계구조 골조 거동에 관한 실험적 연구)

  • Son, Ki-Sang;Jong, Jung Hee
    • Journal of the Korean Society of Safety
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    • v.28 no.4
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    • pp.66-71
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    • 2013
  • There is a critically structural problem of scaffolding system when one of scaffold columns is remove to be used as a gangway for their temporary office in the structure before finishing all such as an apartment or office building. This is not used to checking to structurally checking at a construction site. This study is to find out which system at a site will be more effective and low-cost-high effectiveness of aluminum ladder, timber ladder, ${\phi}$1/2 inch steel pipe truss with a type of concave, convex warren truss ladders. Theses are structurally tested with horizontal set as a truss type with 1.8 meter long. Concentrated load has been loaded at the upper center of the system and checked its strain at the bottom center, using aluminum-use strain gage and steel-use gauge have been attached concave warren truss with diameter 1/2 inch has 14% stronger than convex truss. Convex truss has almost same strength as an aluminum ladder truss, it is found out.