• Title/Summary/Keyword: argument construction

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Rethinking the Construction Period of the Ondol Heating System at Hoeamsa Monastery Site (회암사지 온돌의 조성시기에 관한 연구)

  • Lim, Jun-Gu;Kim, Young-Jae
    • Journal of architectural history
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    • v.31 no.1
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    • pp.19-28
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    • 2022
  • The construction period of the ondol (Korean floor heating system) at Hoeamsa Temple Site is known as Joseon. The main reason is that a large number of remains in the Joseon era were excavated from the ondol floor with an all-around ondol method. This article partially accepts the theory of the creation of Ondol at Hoeamsa Temple Site during the Joseon Dynasty and suggests a new argument that some Ondol remains were built during the Goryeo Dynasty. The grounds for them are as follows. First, through the building sites consistent with the arrangement of the Cheonbosan Hoeamsa Sujogi (天寶山檜巖寺修造記, Record of Repair and Construction of Hoeamsa at Cheonbosan Mountain), it is highly likely that the ondol remains as a basic floor was maintained during the reconstruction period in Goryeo. Second, the all-around ondol method of the Monastery Site has already been widely used since the Goryeo Dynasty. Third, some ondol remains consist of "Mingaejari" and "Dunbeonggaejari," which were the methods of the gaejari (which dug deeper and stayed in the smoke) in the pre-Joseon Dynasty. Based on the above evidence, this study argues that the building sites such as Dongbangjangji, Seobangjangji, Ipsilyoji, Sijaeyoji, Susewaryoji, Seogiyoji, Seoseungdangji, Jijangryoji, and Hyanghwaryoji were constructed during the late Goryeo Dynasty.

Experimental Study of In-situ Production of Precast Concrete Members

  • Lim, Jeeyoung;Son, Seunghyun;Kim, Jeong Tai;Kim, Sunkuk
    • International conference on construction engineering and project management
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    • 2017.10a
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    • pp.263-270
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    • 2017
  • The precast concrete (PC) structure has been preferred for reasons of shortening the construction time and securing the quality and, in particular, it has a cost saving effect in case of long span and heavy loaded structure with high floor height. Most engineers take it for granted to install the plant produced PC members. Researchers in several papers have argued that slander PC members such as columns and girders can be cost-effective if in-situ production is possible, while ensuring quality equal to or better than in-plant production. However, this argument is not officially accepted because objective verification has not been done. Therefore, the purpose of this study is to experimentally conduct in-situ production of PC members to verify the above claim. For this study, a storage building with long span and heavy loaded structure with high floor height was selected as a case study site. For the site, most of the PC members were supplied from the plant, and some of the columns were produced in the site for this study. As a result, it has been confirmed that it has a cost saving effect of 20% while having superior quality to plant-produced PC columns.

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Effects of the contingent liabilities caused by project financing on financial status of the Korean construction firms (프로젝트금융으로 인한 우발채무가 건설기업의 재무상태에 미치는 영향)

  • Kang, Namhui;Kim, Hyunjoong;Choi, Jaehyun
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.6
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    • pp.84-91
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    • 2015
  • Project Financing (PF) is a financing method, executed based upon the projected profitability from a project itself instead of relying on the credit rating of project sponsors or any type of collateral. However, most financial institutions of Korea lacks the long term profitability assessment capability, and they prefer to acquire credit reinforcement from the construction companies in the form of the guarantor or debt argument commitments. As a result, PF contingent liabilities as an indirect debt, are burdened to the construction companies. Even though the PF contingent liabilities are not supposed to be part of the financial statements, they became a mandatory disclosure items since 2009. In this study, PF contingent liabilities were studied to indicate how they were correlated with construction firms' financial ratios. Construction firms were grouped by their credit rating and each group was compared in order to analyze PF contingent liabilities' impact on the financial condition of the company in terms of liquidity, liability, and stability.

Supply-Demand Forecasting Method of Qualified Engineers in Construction Using System Dynamics (시스템 다이나믹스를 활용한 건설분야의 특급기술자 수급전망)

  • Kim, Sung-Tae;Park, Moon-Seo;Lee, Hyun-Soo;An, Sun-Ju
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2006.11a
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    • pp.373-377
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    • 2006
  • By prosperous condition of construction economy in the early 90s in korea, we needed a lot of the qualified professional engineers(PE) to manage the construction site. In order to meet the high demand of P.E., government has established the admitted engineer system(AES) which is given to admitted engineer who do not take the written exam but have equivalent working experience in 1995. However, since 2000, while professional engineer's shortage has been resolved, the opposite situation has occurred that is serious over-supply of construction engineers. Thus, government announced that will abolish the admitted engineer systems as recognized existent admitted engineers. However, Professional Engineers institution is insisting that must not recognize existent admitted engineer. From this point of view, it is critical to make the supply-demand forecast systems as a derivative approach of system dynamics also, that is useful in comparing the argument between government and Professional Engineers institution. This paper describes about qualified engineer's supply change by admitted engineer system abrogation and suggests the idea to regulate the supply and demand with the improvement of the regal system.

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A Structure of Passive Constructions in Korean and their meaning 'Potential' (한국어 피동문의 구조와 가능(potential)의 의미 해석 -대조적 관점에서-)

  • Mok, Jung-Soo;Kim, Yeong-Jung
    • Lingua Humanitatis
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    • v.8
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    • pp.369-387
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    • 2006
  • Which syntactic function should we assign to the 'ga-type' constituent which occurs in the morphological passive constructions in Korean, [N0-neun N1-i Vpass-ending]? This problem is very important in two respects. First, a small change of status of the particle 'i/ga' can exert an overall influence on the Korean grammar. Second, the particle '-i/ga' cannot guarantee that 'ga-type' constituents are subject of the sentence, so that the concept of syntactic category should be distinguished from that of syntactic function. This paper claims that the analysis of sentence has long been focused on the structure of proposition, namely the argument structure and that the direction of analysis should be turned to the 'person structure' which can be revealed on the pragmatic level. On the basis of this, this paper suggests that the specific type of the morphological passive constructions in Korean, [N0-neun N1-i Vpass-ending] should be analysed in line with the psych-verb constructions and that the modal meaning 'potential' of the passive constructions is correlated with sentence pattern and 'person structure'.

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Proposal of Rapid Quality Evaluation Method for Powder of OPC that is Received in Raw Concrete Plant using Hydromete's Principle (Hydromete의 원리를 이용한 레미콘 공장에 입고되는 OPC의 분말도 신속 품질평가법 제안)

  • Lee, Jae-Jin;Lee, Jea-Hyun;Hyun, Seong-Yong;Kim, Yeong-Tae;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.193-194
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    • 2017
  • In this research, the density value of the turbid solution is measured by using the principle of inexpensive but easy Hydrometer method for cement delivered to the actual raw concrete plant, By analyzing the correlation of powder aid, we will try to present a scheme that can be utilized as a method of acquisition acquisition inspection. As a result of the analysis, it was found that there was a large difference between the measured powders assisted with cement powder on the report, and the correlation with the actually measured powder aid Hydrometer density value was good. Therefore, using the method of Fig. 3, it was possible to know that the degree of powder quality of cement delivered to the raw concrete factory can be evaluated quickly and utilized at the time of argument inspection.

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Rajakudakan Wat Chotikaram: From Ruins to The Reconstruction of The Grand Stupa, Wat Chedi Luang, Chiang Mai

  • Kirdsiria, Kreangkrai;Buranautb, Isarachai;Janyaemc, Kittikhun
    • SUVANNABHUMI
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    • v.13 no.2
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    • pp.167-186
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    • 2021
  • The Grand Stupa is mentioned in historical text as 'Rajakudakan', which means a royal building with a multitiered superstructure. This Grand Stupa is the principal construction of Wat Chedi Luang, and marks the center of the Chiang Mai City Plan. This study argues that the Grand Stupa was built in 1391 during Phaya Saen Mueang Ma's reign, possibly inspired by the construction of Ku Phaya in Bagan. Thereafter, in 1545, the Grand Stupa's superstructure collapsed after the great earthquake, resulted in the irreparable damage since then. Therefore, a survey using a 3D laser scanner is conducted to collect the most precise data on the current condition of the Grand Stupa, yielding an assumption of its reconstruction. Other simultaneous stupas or those that show a close architectural relationship (e.g. stupas in Wat Chiang Man and Wat Lok Moli and the stupa of King Tilokaraj in Wat Chet Yot in Chiang Mai) are also employed as research frameworks for the reconstruction. As a result, the architectural research on the Grands Stupa, compared with simultaneous stupas, yields a fruitful argument that the pre-collapse superstructure form of the Grand Stupa marks the most architectural similarity to the stupa of Wat Chiang Man.

Physical Properties of Concrete mixed with Fine Sand and Copper Slag (동슬래그 혼합 잔골재를 이용한 콘크리트의 물리적 특성)

  • 이진우;김경민;배연기;이재삼
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.15-18
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    • 2003
  • Development of the construction industry generally exhausts natural aggregate. Hence it is problem to the lack of supply and quality deterioration, so the resource saving and protection of environment is made an effort through recycling by-product. This study presents that fundamental properties of concrete which used cooper slag as alternate sand of low fineness modulus and plan of cooper slag as concrete aggregate. Testing factors are concrete's slump, air contents, unit weight and compressive strength. The results of this study are as follows; (1) Concrete slump is generally satisfied with the condition but is inferior to the others in substitution rates 30%. Also air contents are 3.1-4.1% and go up according to increase substitution rate. (2) Unit weight increase in 1.1% as the mixing ratio of cooper slag argument 10%. (3) compressive strength of cooper slag concrete is similar to plain and especially higher 11-15% in W/C 45%, 50%. So it seems that aggregate mixed cooper slag is suitable to low water-cement ratio mixture.

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Two Types of Cleft Constructions in Korean: A Constraint-Based Approach

  • Kim, Jong-Bok
    • Language and Information
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    • v.12 no.1
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    • pp.85-103
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    • 2008
  • Like English, Korean employs several complicated types of cleft constructions. This paper deals with two main types of Korean cleft constructions: predicational and identificational. It first reviews the formal properties of these two types and then provides a constraint-based analysis that can be computationally implemented. In particular, the paper assumes two types of noun KES (one as a common noun and the other as a bound noun) and treats the argument-gapped cleft clause similar to relative clauses while treating the adjunct-gapped cleft clause as a noun-complement construction. The paper further shows that the cleft constructions are closely linked to the copula constructions, sharing many common properties while having their own constructional constraints.

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Effect of Retained Pre-construction Primer on the Corrosion Protection Properties of Epoxy Coatings

  • Lee, Chul-Hwan;Shin, Chil-Seok;Lee, Ho-Il;Chung, Mong-Kyu;Baek, Kwang-Ki
    • Corrosion Science and Technology
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    • v.6 no.5
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    • pp.219-226
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    • 2007
  • Pre-construction primer (PCP), or shopprimer, have been applied to steel plates to control temporary corrosion during ship fabrication. For surface preparation at ship block stage, in common shipyard practices, welding beads, burnt and rusted areas shall be blasted or power tool cleaned and the contamination such as zinc salt shall be removed with blasting or power tool. Whereas, the sound film of PCP needs not to be removed or roughened as the paint having good compatibility with PCP is used for the first coat. In many cases, however, full blasting or sweep blasting on the sound PCP treated block assemblies was requested. There still has been argument about the legitimacy of this practice, thus, it is critical to evaluate the quality of the coating system applied on the sound PCP retained condition, comparing with the one applied on the full blasted or sweep blasted condition. In this study, two different epoxy systems for water ballast tank were applied on the surfaces with sound PCP condition, full blasted condition, and sweep blasted condition. Coating performances such as durability, anti-corrosion, cathodic disbondment resistance were evaluated. The test results clearly indicated that the sound film of PCP needed not to be removed or roughened as the paint having good compatibility with PCP based on inorganic zinc silicate.