• Title/Summary/Keyword: Concrete construction

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PVA Fiber Incorporation Effect According to Light Transmission Direction of LEFC (빛 투과 방향에 따른 LEFC의 PVA섬유 혼입 효과)

  • Seo, Seung-Hoon;Kim, Tae-Wan;Kang, Young-Un;Jeon, Seung-Heon;Oh, Sang-Kun;Kim, Byoung-Il
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.17-18
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    • 2018
  • With the technological advancement of the construction industry, construction materials with future direction appeared. In Korea, LEFC(Light Emotion Friendly Concrete) has been developed and studied, which has improved labor productivity and economic efficiency over semi-transparent concrete by introducing transparent plastic rods into concrete matrix. However, there is a problem in that the bending performance is lowered according to the insertion of the rod and the bending performance is different according to the light transmission direction. In this study, the incorporation of PVA fibers in the direction of light transmission was increased and the change of flexural performance according to the interval of light transmission was examined.

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A Case Study for Construction Method of drilled Shafts installed in Very Soft Soil (초연약지반에 시공된 현장타설말뚝의 시공방안 사례연구)

  • 최용규;이민희;백동진
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.06a
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    • pp.103-117
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    • 2002
  • During the installation of drilled shafts in very soft ground, to keep the pile shape and to central concrete quality, casing method (wrinkled pipe and embedded steel pipe) and non-casing method have been used. In the construction cost, non-casing method was the most economical. When the wrinkled pipe and the embedded steel pipe casing method are used, an increase of 133% and 123% in the construction cost could be seen. When concrete for drilled shaft was placed under groundwater, underwater unseparation concrete would be used to restrain the concretes's material separation and to control the concrete quality. On the condition of required unseparable and (lowing property was assured, use of less amount of mixed material and flowing material must be recommended.

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An Experimental Study on the Strength Evaluation of existing Structural Members for the Remodelling Construction of Apartments Housing (공동주택의 리모델링을 위한 기존부재의 내력평가 실험연구)

  • Shin, Hyun-Seop;You, Young-Chan;Lim, Byung-Ho;Choi, Ki-Sun;Kim, Keung-Hwan
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.29-32
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    • 2006
  • Different from new or reconstruction of an apartment housing, the structural safety in the remodelling construction can be obtained through the repair and strengthening process based on the safety diagnosis and evaluation of structural performance. In this study, structural performance of existing members such as, reinforced concrete slabs, beams and columns are investigated through experimental tests. The structural members were obtained from the existing apartment housing which will be demolished. Test results showed that most specimens have a sufficient structural capacity except for some special case, for example, specimens with severe cracks or concrete loss due to improper casting. This same severe deteriorated or defective structure members originated from bad concrete casting or careless construction process should be repaired and strengthened before an remodelling construction.

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A basic study of manufacturing technology of free-form concrete segments (비정형 콘크리트 생산기술 기초연구)

  • Kim, Geun-Ho;Lim, Chae-Yeon;Kim, Sun-Kuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.12-13
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    • 2013
  • Free-form building is increasing because of request that an order to raise the value and request of the local residents and the government trying to own iconic and beautiful buildings. In addition, the installation and production of free-form concrete segment are now available because of development of construction technology, such as the development of materials and equipment. However, the production of free-form concrete segment requires a lot of time and manpower than shaping. In particular, resources of the mold for the production of free-from segment will be invested excessively because mold can not be recycled. Thus, the problems of increased costs, construction periods and loss of productivity occur. To solve these problems, this study proposes a technique of making the mold of for variable within a short time. Technique proposed in this study can be recycled die and will realize fast and accurate free-form concrete segment.

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Examination of the effects on earthquake behavior and rough construction costs of short column situation occurring in reinforced concrete buildings

  • Gursoy, Senol;Cavusoglu, Aykut
    • Earthquakes and Structures
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    • v.20 no.3
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    • pp.309-323
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    • 2021
  • Architectural design decisions and structural systems arrangements affect their earthquake behaviors significantly of reinforced concrete building in Turkey. Because the performances as safe and economical against earthquake loads of reinforced concrete buildings can be provided with especially design decisions in the architectural design stage. This matter reveals the importance of design decisions in the architectural design phase and the right structural system arrangement. The purpose of this study, the short-column situation frequently observed in reinforced concrete buildings after the earthquakes occurred in Turkey are to examine comparatively the effects on behavior and the rough construction cost of the building. The obtained results show that the short column circumstance composed due to different reasons negatively affects the earthquake performance of the reinforced concrete buildings and increases the rough construction cost. This matter shows that the measures to be taken against short column formation should be foreseen especially at the architectural design stage.

A Study on the Electromagnetic Pulse Shielding Effect of Concrete Wall Sprayed with Cu-based Metal (Cu계 금속을 용사한 콘크리트 벽체의 전자파 차폐 성능에 관한 연구)

  • Jang, Jong-Min;Lee, Han-Seung
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.18-19
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    • 2020
  • The ElectroMagnetic Pulse (EMP) destroys social infrastructure at once and causes social chaos. However, currently major infrastructures are constructed of concrete that does not have electromagnetic shielding performance. In this study, using the arc metal spraying method is used to evaluate the shielding performance and construction performance of concrete. The electro-magnetic shielding effect is measured by fabricating a shielding room with reference to MIL-STD-188-125, and the construction performance is evaluated by measuring the adhesion strength of thin metal sprayed film-concrete. As a result of the study, when the metal spraying method is applied, the shielding effect is higher than that of the special electro-magnetic shielding concrete, and it is considered to be more economical than the existing metal plate (3~5 mm).

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A Survey Study on the Shipment Volume of the Ready-Mixed Concrete (출하 된 레미콘의 용적실태에 관한 조사연구)

  • Jo, Man-Ki;Kwak, Yong-Jin;Kim, Jun-Ho;Son, Seok-Heon;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.72-73
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    • 2013
  • In this paper, types of ready mixed concrete in construction site supported by different company has been researched. The practicability of the commercial available ready mixed concrete has been tested, and the standard deviation has been modified from Vc=Vo+3б to Vc=Vo+1.73б. Unnecessary premium rate has been cut and economical efficiency of the ready mixed concrete has been improved.

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Non destructive test of Fire-damaged reinforced concreted beams with high strength concrete (화재 피해를 입은 고 강도 철근콘크리트 휨 부재의 비파괴 검사)

  • 신미경;신영수;이차돈;홍성걸;김희선
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.651-654
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    • 2003
  • Non-destructive testing is essential in the inspection of alteration, repair and new construction in construction industry. This paper is to evaluate the strength variation of fire damaged concrete by non-destructive testing. Furthermore, It is to infer the recovery degree of residual strength of fire-damaged concrete. For this purpose, researchers are exploring the performance of non-destructive testing method using ultrasonic testing and Schmidt hammer in concrete specimens. Testing is performed four-times: before fire test, directly after fire test, after 20 days and after 60 days.

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A Study of the Noise of Field Agitating in Flowing Concrete (유동화 콘크리트의 현장유동화시 발생하는 소음에 관한 연구)

  • 조중동;윤기원;이종태;백두환;임종철;한천구
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04a
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    • pp.29-32
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    • 1998
  • In this paper, the properties of the agitation noise of agitator truck when flowing concrete practice is applied in construction field of our country are investigated. According to the experimental results, the solution on the noise during the agitation in flowing concrete should be considered in order to apply flowing concrete into construction field without the problems such as a civil appeal.

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Radar Signal Analysis of Joint Cracks in Concrete Using Radar (콘크리트 이음부 균열의 형태에 따른 레이더 신호해석 및 검출특성)

  • 박석균;임영수;차은용
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10b
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    • pp.1309-1312
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    • 2000
  • Joints created with concrete construction result in serious weakness from the aspects of both structural and water-barrier function. Several case studies for the inspection of construction joints of column in concrete structure using radar. An analysis method based on radar signal processing using convolution technique is carried out with various patterns of joints in concrete. The computed results were verified by comparing the test results. As a result, radar signal analysis proposed in this study has a possibility of estimating patterns of joints with good accuracy.