• 조명전기설비학회논문지
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• 제24권9호
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• pp.49-55
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• 2010

Many electric poles in the softground have been collapsed due to external load. In this study, 10 types of tests were performed with variation of location, numbers and depths of anchor blocks as well as depth of poles to find stresses acting on concrete electric poles. The stresses of concrete poles are relaxed at 600~700[kg] of tensile load, and stresses are concentrated at top of pole, and spread to lower part of pole. In the concrete pole collapse test, tensile load at failure was approximately 1,400[kg], which is twice of design load. As passive zone in the soil increases, the stresses acting on concrete pole are concentrated at lower part of pole based on moment arm earth pressure distribution.

• 한국도로학회논문집
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• 제19권3호
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• pp.57-63
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• 2017

PURPOSES : The pole electrode method damaged the concrete pavement on inserting the electrode into the pavement surface. This study examined the feasibility of the flat electrode method to observe the concrete pavement instead of the pole electrode method and analyzed the resistivity characteristics of the concrete by performing laboratory tests. METHODS : The resistivity of the concrete specimens manufactured with three different mixing ratios (38.50%, 39.50%, and 40.50%) were measured using the pole and flat electrode methods according to the concrete age (7 and 28 days) and electrode spacing (20 mm, 30 mm, and 40 mm). RESULTS :In both pole and flat electrode methods, the resistivity increased with increasing fine aggregate proportion regardless of the concrete age. The resistivity measured at a concrete age of 28 days was slightly larger than that measured at 7 days. In the case of a concrete age of 7 days, the resistivity measured by the flat electrode method was larger than that measured by the pole electrode method. The difference disappeared at 28 days. CONCLUSIONS :The results suggest that the flat electrode method can replace the pole electrode method because the resistivity measured by both methods was similar. Hence, the development of a technology to apply the flat electrode method to actual concrete pavement is necessary.

• 조명전기설비학회논문지
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• 제18권5호
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• pp.183-188
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• 2004

본 논문은 강도부족 전주의 경제적 보강방안으로 추진 중인 겹전주 공법개발과 관련하여 기계적 강도평가를 위해 배전용 콘크리트전주의 수평 재하시험을 수행한 것으로, 현장특성을 최대한 고려하여 전주를 건주한 상태에서 전주의 응력분포 및 피로하중을 검토하였다. 실험결과, 지반이 콘크리트인 경우 단전주보다 강도증가 효과는 최대 1.7배로 증가되었으며 일반토사지반의 경우 겹전주의 보강효과를 확보하기 위해서는 지반의 콘크리트 보강이 필요한 것으로 분석되었다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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• pp.249-251
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• 2005

A method of double-pole construction is developing to strengthen the mechanical intensity of the electric poles. Therefore the mechanical properties of the double-pole were researched in this paper. First, considering field special quality electric poles were established. In the next tensile force was applied and stress distribution and fatigue load were examined. When a base of the pole is concrete, mechanical intensity of the double-pole increased about 1.7 times compared a single pole.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.53-54
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• 2010

This study investigates stress analysis in nodal zone by using Complementary Pole Method (CPM). The CPM is convenient tools for the stress or strain analysis since it enables to express parallel directions of the normal stress or strain on the Mohr Circle. In this study, it is suggested to use of CPM to analysis stress or strain in the field of Concrete Plasticity.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.495-500
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• 2001

In this study, it was analized and examined fundamental properties of Electric Pole Recycled Aggregate(EPRA) and hardened properties & chemical resistance with H$_2$SO$_4$by replacement ratios of EPRA, and the results are as follows 1) In the case of electric pole recycled coarse aggregate, All fundamental properties are better than that of normal recycled aggregate and both water absorption and amount of crushed loss are with level of natural aggregate 2) As the replacement ratio of electric pole recycled fine aggregate is increased strength development is decreased. but in the case of coarse aggregate, that of it is with level of natural aggregate 3) As the replacement ratio of electric pole recycled fine aggregate is increased chemical resistance is decreased. but in the case of coarse aggregate, that of it is with level of natural aggregate

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.71-74
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• 2008

For reinforcing the overturn of concrete pole instituted in slope ground and weak ground, in this paper, develop the reinforcing installation. The installation increase penetration depth and effect of increasing the penetration depth is verified by experimental paper of Lim, jong suk(2004). In this research, through the experiment of bending test using the reinforcing installation, evaluate the performance. In the result of experiment, concrete pole behave elastically in design load and all sample are safe up to failure load.

• Advances in concrete construction
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• 제5권4호
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• pp.391-405
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• 2017

Cement acts as the most important component of concrete as it binds and holds the concrete together. But it is one of the major $CO_2$ emitters all over the world, during manufacturing (900 kg of $CO_2$ per 1000 kg). Some of the modern construction methods aim at reducing the amount of usage of cement and came out with numerous solutions for replacement of the same. One such supplement in current trend is the Steel dust or the Electric Arc Furnace Dust (EAFD), which is a waste product from the electric arc furnace when the scrap metal is melted. When the concrete containing steel dust is exposed to atmosphere, the environmental oxygen and moisture play role to form rust and ultimately the member becomes harder. As Cement is the binder of conventional concrete, only certain percentage of the same could be replaced by the new material, steel dust. Tests were conducted for the 28 days cube strength of M45 grade (suitable for prestressing) concrete which has 0%, 10%, 20%, 30%, 40% and 50% steel dust instead cement. From the test, the optimum percentage replacement of steel dust was obtained, for which the beams and overhead poles were cast, prestressed and tested for the failure load and deflections. A conventional concrete beam and overhead pole were also cast, prestressed and tested to compare the results with those of the beam and pole that contained steel dust. The load vs. deflection plot and other results from the test is also discussed.

• 한국방재학회 논문집
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• 제7권5호
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• pp.19-25
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• 2007

본 연구에서는 전주의 공칭강도를 계산하기 위해 이론적 방법에 의해 P-M상관도 프로그램을 개발하였다. 그리고 이를 바탕으로 기존 연구와 검증하고 전주의 공칭강도$(M_n)$를 산정하였다. 설계기준에 제시된 파괴강도$(M_r)$와 본 연구에서 산정한 전주의 공칭강도$(M_n)$를 비교 분석한 결과 현재 사용하고 있는 전주의 공칭강도가 설계기준$(M_r)$보다 작게 산정되었다. 따라서 공칭강도 증대를 위해 인장근/보강근의 지름 증가, 보강근의 개수 증가, 인장근의 위치변화, 전주의 두께 변화 등의 매개변수를 선정하여 선정된 매개변수를 고려한 전주의 공칭강도$(M_n)$를 설계기준의 공칭강도$(M_n)$와 비교 분석하였다.

• 조명전기설비학회논문지
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• 제23권5호
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• pp.42-49
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• 2009

배전용 콘크리트 전주에 작용하는 힘들이 지반의 변위에 미치는 영향을 유한요소법을 이용하여 분석하였다. 지반의 종류, 풍하중, 근가의 위치, 매입길이, 경간의 길이를 변화시키며 단전주와 겹전주의 경우에 지반의 변위를 분석하였다. 근가의 위치는 매입길이의 1/4지점에서 변위가 최소로 나타났다. 지반의 종류는 지반의 강성이 클수록 변위가 작아서 연약한 점토나 느슨한 모래지반 또는 실트 지반은 변위가 크다. 겹전주는 굴착면적이 커서 변위가 다소 큰 것으로 판단되며 시공시에는 콘크리트보강이 필요하다. 지표면에 가까울수록 횡방향 변위는 매입길이비가 작은 전주가 더 크게 나타났다. 횡방향 변위를 줄이기 위해서는 매입길이를 크게 하는 것이 좋다. 경간길이는 횡방향 변위에 영향이 별로 없는 것으로 나타났다.