• Title/Summary/Keyword: 신축공사

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A Study on the Development of a Dry P0SCO E&C Fire Board Method with High Fire Resistance (건식화 P0SCO E&C Fire Board 공법 개발에 관한 연구)

  • Kim, Woo-Jae
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.721-724
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    • 2008
  • The present study was to develop a dry PFB method similar to the existing gypsum board construction method in order to apply the existing wet PFB method that uses fire.resistant adhesive. It was found that the existing wet method can produce concrete compressive strength of 80MPa and fire resistance of 3 hours with 30mm PF boards. The goal of development in this study was fire resistance of 3 hours through dry construction of 15mm fire resistant boards. The results of fire resistance test showed an increase in thermal durability and thermal strain. It is believed that inorganic fiber reduces thermal strain, and lowers heat insulation performance by 15% or less. This suggests that heat insulation performance was improved by the change in the inner composition of PF board resulting from the adjustment of Al:Si mol ratio, high temperature molding, and dry curing. According to the results of fire resistance test, when the dry PF method was applied, the temperature of the main reinforcing bar was 116$^\circ$C in 15mm, 103.8$^\circ$C in 20mm, and 94$^\circ$C in 25mm, and these results satisfied the current standards for fire resistance control presented by the Ministry of Land, Transport and Maritime Affairs. When a 3 hour fire resistance test was performed and the external properties of the specimen were examined, the outermost gypsum board hardly remained and internal PF board maintained its form without thermal strain.

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A Study on the Seasonal Survey of the Indoor Air Quality in New Apartment Houses (신축 공동주택의 계절별 실내공기질 실측조사에 관한 연구)

  • Chun, Chu-Young;Kim, Gil-Tae;Hwang, Gi-Huen
    • Land and Housing Review
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    • v.4 no.4
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    • pp.417-424
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    • 2013
  • The purpose of this study was to investigate the characteristics of the indoor air quality by season. The surveyed houses were 48 new apartment complex in 2012 across the country. The houses were carried out the bakeout before the test. The measuring method was "Indoor air quality testing standards process" and the measured items were formaldehyde, benzene, toluene, ethylbenzene, xylene, styrene average emissions. All the items were more emitting during the summer. From June to September the average concentration of formaldehyde emission was higher than other seasons. The average emissions of benzene concentrations in all seasons were released in small quantities. Average emissions of toluene and ethylbenzene concentration from April to August showed slightly higher emissions. Xylene and styrene concentration showed the highest emissions at April, but without large deviations throughout the year.

Productivity Analysis and Improvement of the System Form Construction in the Apartment Housing Project (공동주택 SYSTEM FORM 공사의 생산성 분석 및 향상방안 제안)

  • Kim Do-Hyeong;Kim Kyung-Rai
    • Korean Journal of Construction Engineering and Management
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    • v.2 no.3 s.7
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    • pp.101-109
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    • 2001
  • Application of system form is very effective to continuous horizontal or vertical walls of the apartment housing. Though the system forms that are used in the construction field have the advantage of concrete quality improvement and increasing number of usages, there are some problems in reaching early planning scheduling goal due to schedule delay and low productivity. This study is initiated to solve the problem and suggest some improvements searching for reasons that diminish the productivity. A case study was done in apartment construction field where system form was used and the productivity is analyzed by work sampling. Finally, productivity improvements for assembly of the form, internal form and external form are suggested, respectively.

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Evaluation on Damage Effect according Displacement Behavior of Underground Box Structure (지하박스구조물의 변위거동에 따른 손상영향 평가)

  • Jung-Youl Choi;Dae-Hui Ahn;Jae-Min Han
    • The Journal of the Convergence on Culture Technology
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    • v.10 no.1
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    • pp.565-570
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    • 2024
  • Recently, due to adjacent excavation work such as new buildings and common tunnel expansion concentrated around the urban railway, deformation of the underground box and tunnel structure of the urban railway built underground has occurred, and as a result, repair and reinforcement work is frequently carried. In addition, the subway is responsible for large-scale transportation, so ensuring the safety and drivability of underground structures is very important. Accordingly, an automated measurement system is being introduced to manage the safety of underground box structures. However, there is no analysis of structural damage vulnerabilities caused by subsidence or uplift of underground box structures. In this study, we aim to analyze damage vulnerabilities for safety monitoring of underground box structures. In addition, we intend to analyze major core monitoring locations by modeling underground box structures through numerical analysis. Therefore, we would like to suggest sensor installation locations and damage vulnerable areas for safety monitoring of underground box structures in the future.

An Analytical Study on the Behavior of Slab Structure Considering the Remodeling (리모델링 공사를 고려한 슬래브 구조물의 거동에 관한 해석적 연구)

  • Choi, Hoon;Joo, Hyung-Joong;Lee, Seung-Sik;Yoon, Soon-Jong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.2
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    • pp.106-112
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    • 2010
  • Due to the improvement and stabilization of the social environment, construction market in the urban region is under shrinking. According, researches to lengthen the service life of the existing building structures are under the way through the remodeling or maintenance of deteriorated structures other than the new constructions. Similar situations are widely discussed in the domestic building construction market and the social importance of the remodeling of the existing building structures is increased. Although the structural stability of the building is uncertain due to the frequent repairing and structural changing, the remodeling works are usually conducted. In general, documents such as drawings and calculations for the design of the deteriorated structure to be remodeled are not kept. Accident at the remodeling site frequently occur because of the lack of thorough understanding of changed situations such as loadings, loading paths, changing of the mechanical properties of material, etc. In this paper, using the finite element analysis method, we investigated the structural behaviors of slab in the remodeling building and the results are applied to remodeling construction, and the appropriateness of the remodeling works are evaluated.

Domestic Remodeling Business Status and Improvement Strategy (국내 리모델링 사업현황과 개선전략)

  • Chung Tae-Hun;Lim Ho-Jin
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.82-87
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    • 2003
  • Domestic remodeling market is now growing centering around non housing building. Unlike non housing building remodeling business, understanding of remodeling demanders accustomed to profit of reconstruction, deficiency of experience performing remodeling project and construction, shortage of will performing remodeling policy and detailed action method are difficulties in performing apartment building remodeling business. Understanding change of remodeling demanders. strong economic incentive by government, construction management paradigm shift from new construction into building life cycle, application of construction method using existing building condition before remodeling and remodeling related industry infrastructure are required to improve this remodeling business circumstances.

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A Study on the Selection and Stability of Slings and Lugs of Mobile Cranes (이동식 크레인의 슬링.러그 선정 및 안정성 검토 연구)

  • Kim, Sun-Kuk;Seo, Jong-Min;Ho, Jong-Kwan
    • Korean Journal of Construction Engineering and Management
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    • v.9 no.6
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    • pp.164-174
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    • 2008
  • As buildings become larger, higher and more complex in most construction sites, construction projects have to deal with transportation of more materials, labor and equipment, necessitating more use of construction equipment. Notably, in the high-rise building and plant construction projects mobile cranes are adopted more frequently among different types of construction machinery, which also results in serious industrial accidents relating to the use of crane. To reduce serious industrial accidents involving cranes, researches on its stability is in need. The research herein aims to study how to select sling and lug of mobile crane and review its stability. The research outcomes herein will make considerable contributions to selecting mobile cranes efficiently and ensuring their stability.

AR system for FAB construction management using BIM data under fast track condition (패스트트랙 환경에서 FAB신축을 지원하는 BIM기반 AR 시스템 개발)

  • Lee, Sang-Won;Lee, Kwang-Soo;Choi, Sung-In;Ryu, Seong-Chan;Park, Jung-Seo
    • Journal of KIBIM
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    • v.12 no.4
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    • pp.1-18
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    • 2022
  • New Fabrication Facility (FAB) construction is performed with Building Information Modeling (BIM) based design. The BIM design data keep updated during the FAB construction. To improve fast-track construction management, a Fabrication Facility Augmented Reality (FABAR) was developed. This study introduces a FABAR system development process and shows performance evaluation results of the FABAR prototype system. The FABAR is implemented with three major modules: Augmented Reality (AR) visualization unit (Room-box) to transfer big BIM data to AR data, AR registration and tracking unit to match AR with real scape and to keep AR coordination in real, and AR data management unit to enhance usability. The prototype performance results were as follows: visualization of design BIM data via AR within 24 hours, precise AR registration and tracking registration, and appropriate usability to support FAB construction management at site. The results indicate that the FABAR is applicable for FAB construction management. Especially, the BIM data transformation method using Room-box in this study signifies a new construction management approach using fluctuating BIM design data in the fast track construction condition.

Study on Mock-up Construction Example of Free-Form Building Facade using External UHPC Panels - Focused on the Construction of Busan Opera House - (UHPC 외장패널을 활용한 비정형건축물 외장패널의 목업 시공사례에 대한 연구 - 부산 오페라 하우스 신축 공사 -)

  • Kim, Tae-Ik;Yoon, Ju-Yong;Choi, Byung-Keol;Park, Yong-Kyu;Yoon, Gi-Won
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.187-188
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    • 2021
  • In the case of the Busan North Port, where the Busan Opera House is located, it is an environment exposed to various external deterioration factors such as frequent strong winds, seawater and salty winds, and an exterior material using UHPC (Ultra High Performance Concrete), a highly durable exterior material as a solution to this. Has been adopted. in this study, an economical production and construction direction was reviewed by applying UHPC to the exterior panels of atypical buildings that cannot cope with GFRC, metal, and glass, which are the main exterior finishing materials applied so far. When steel fibers are used, structural performance may be better than organic fibers, but due to environmental factors in Busan, corrosion due to exposure to steel fibers or problems with safety management after construction and completion may occur. Therefore, the site used the newly developed SACF fiber. Facade design of atypical buildings, which will increase in the future, is an important part, and the scope of use of UHPC panels is expected to increase in the future as design trends and demand for high durability increase.

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A case study on variation of the coefficients K and n with proceeding of blasting works at the felsite zone (규장암지역에서 발파공사중 K 및 n의 변화에 대한 연구)

  • 안명석;박종남
    • Explosives and Blasting
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    • v.16 no.4
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    • pp.29-39
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    • 1998
  • A case study was made on in site vibration velocity data collected for two months in the construction area of the Daeduck cultural City Hall. Taegu The geology over the area shows distributions of weathered and some crack developed hornfels of mud-shale in the upper part, underlain by less weathered and hard compact quartzite. For the period of 2 months of blasting event, the vibration velocities were measured and these data were analysed for K and n for three different period the test period, first month and second month. The data for the test period show that K and n are 2464 and 1.621 with the cube root method, and 7154 and 1.791 with the sqare root one, respectively. The data for the first month collected mostly from blasting in the upper hornfels show that K and n are 1668 and 1,492 for the cube root and 1219 and 1,366 for the square root, respectively. Such a significant decrease in the K and n values from the test period through the first month for the weathered and comparatively well crack developed rocks hard and compact lower quartzite, may be due to difference in attenuation of waves propagating through physically different media. Therefore, for more effective safety design and blasting, it seems that it may be n to adopt appropriate K and n values, with getting lower step by step while proceeding the operation. In the meantime, the attenuation rate of K and n together with SD cross point for the cube and square root methods indicates that the cube root one appears to be more applicable than the square root for this area with limited distance(The maximum is 100m).

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