• Title/Summary/Keyword: concrete form

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Experimental Study on the Lateral Pressure Resistance of Free-form Concrete Panel (FCP) Side Form (FCP(Free-form Concrete Panel) 측면 거푸집의 측압 저항능력 실험)

  • Youn, Jong-Young;Yun, Ji-Yeong;Lee, Chang-Woo;Lee, Donghoon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.8-9
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    • 2021
  • FCP requires different curvatures and shapes according to the method of division, and it is necessary to manufacture a formwork accordingly. FCP production equipment consists of CNC equipment and side shape control equipment. This can be implemented in various shapes of upper, lower, and side surfaces. In the side shape control equipment, it is implemented as a variable side formwork. Among the required performance of the variable side formwork, there is stiffness against side pressure, which needs to be verified. Therefore, in this study, the FCP fabrication experiment is conducted with the developed variable side formwork. By analyzing the error in the shape of the fabricated FCP, the lateral pressure resistance capability of the side form is measured and verified.

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The Experimental Study on Early Strength Properties of High Volume Fly-Ash Concrete (플라이애쉬를 다량 치환한 콘크리트의 초기강도성상에 관한 실험적 연구)

  • 이동하;김상미;강태경;백민수;이영도;정상진
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.281-286
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    • 2002
  • To study of binder and fine aggregate a lot of replacement fly-ash concrete, initial characteristics, standard environment of curing temperature $20^{\circ}C$, hot-weather environment of curing temperature $35^{\circ}C$, . Flesh concrete tested slump. air contest and Hardening concrete valuated setting period of form, day of age 1, 3, 5. 7, 10, 28 compression strength in sealing curing. Purpose of study is consultation materials in field that variety of fly-ash replacement concrete mix proportion comparison and valuation. (1) Experiment result age 28day compression strength more higher plan concrete then standard environment in curing temperature $20^{\circ}C$, , most strength F43 is hot-weather environment in curing temperature $35^{\circ}C$, replacement binder 25%, fine aggregate 15%. (2) Hot-weather environment replacement a mount of fly-ash is a same of plan concrete setting period of form. Age 28day compression strength replacement a mount of fly-ash more hot-weather concrete then plan concrete.

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The Experimental Study of Inorganic Performanent내s of Fire Resistance Evaluation (무기질계 영구거푸집의 내화성능에 관한 실험적 연구)

  • 김영진;백민수;정근호;김우재;정상진
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.495-500
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    • 2002
  • The purpose of this study is to develop and to apply this permanent cement mortar form as one of those system forms to improve existing form's problems. (1) In the fire proof test with combined specimen, the fire proof covering including form section thickness is satisfied with the fire proof criterion. It is considered that form section thickness has no problem (2) The suitable method of normal pressure steam curing for the form's mass production is 4 hours in 65℃ considering production cost, the silica fume admixture is economic.

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A Study on the Applicability of Multipurpose Functional Synthetic Resin Formworks (다목적 기능 합성수지 거푸집 현장 적용성에 관한 연구)

  • Kim, Tae-Hui;Ahn, Sung-Jin;Lee, Young-Do;Choi, Suk;Nam, Kyung-Yong
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.143-144
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    • 2018
  • This study the workability of synthetic resin form was examined through field application. results there was no warping or bulging of the mold during concrete placement in the field application. Also, the concrete surface finish of synthetic resin form was better than that of euro-form.

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Application of Satisfaction Curve to Concrete Material

  • Kim, Jang-Ho-Jay;Phan, Hung-Duc;Jeong, Ha-Sun;Kim, Byung-Yun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.821-824
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    • 2008
  • This paper presents a systematic approach for estimating material performance of concrete mixture design based on satisfaction curves developed from statistical evaluation of existing or newly obtained material property related data. In performance based material design (PBMD) method, concrete material used for construction of a structure is designed considering a structure's specified performance requirements based on its usage and characteristics such as environmental conditions, structure types, expected design life, etc.Satisfaction curves express the probabilities that one component of substrates (i.e., aggregate size, cement content, etc) of concrete mixture will sustain different criterion value for a given concrete mixture design. This study presents a statistical analysis method for setting up concrete material parameter versus concrete criterion relationships in the form of satisfaction curves and for estimating confidence bounds on these satisfaction curves. This paper also presents an analysis method to combine multiple satisfaction curves to form one unique satisfaction curve that can relate the performance of concrete to a single evaluating value. Based on several evaluated mixture design examples for various material properties, the validity of the proposed method is discussed in detail.

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Development and Application of Unit Table Form using Euro Form for High-rise Building Construction (슬래그 혼입 콘크리트의 염소이온 차단성능)

  • Park, Dong-Cheon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.136-137
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    • 2018
  • The properties of concrete produced by ready mixed concrete company in Busan were measured. Because the concrete was mixed with blast furnace slag and fly ash etc., the compressive, tensile strength and chloride ion diffusion coefficient were lower than OPC concrete even though the specified concrete strength was same. If the durability about salt attack were satisfied, the concrete of lower specified concrete strength would be adopted to concrete mixing design. FEM analysis was carried out to predict the life time expectancy.

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An Experimental Study on the Characteristics and Lateral Pressure of Super-Workable Concrete (초유동 콘트리트의 재료적 특성과 거푸집 측압에 관한 실험적 연구)

  • 이준구
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.42 no.1
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    • pp.83-91
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    • 2000
  • The purpose of this study is to estimate quantitatively lateral pressure of super-workable fresh concrete applied to form-work of prototype structures, such as tall wall, retaining wall and beam. As a result of this experiment, a function applicable to design a form work system and to predict lateral pressure curve is formulated . Super-workable concrete may be used for the structures reinforced with dense re-bar like box culvert to place concrete at a time, and this study for lateral pressure of super-workable concrete may be useful for form design.

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A Study of Permanent Form System by Thin Precast Concrete Panel (박판 프리캐스트 콘크리트 영구거푸집 시스템 연구(I))

  • 정문영;남기룡;서치호;김윤일
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.04a
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    • pp.451-459
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    • 1997
  • Current domestic building market is in the face of a tise in construction cost as a result of labor cost and materials problems, so improvements for productivity are doing their best for finding a way out of the difficulties. But the most of technical of from work is just considered the basic role and shape. As for environment protection, the utilization of waste concrete is important. But many of studies were interesting on the resource recycling for structural concrete. The purpose of this study is the development of thin precast form using recycled aggregate and the assembling systems for permanent form by cast-in-place.

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Requirement Analysis Study for Development of 3D Printing Concrete Nozzle for FCP Manufacturing (FCP 제작용 3D 프린팅 콘크리트 노즐 개발을 위한 요구사항 분석연구)

  • Youn, Jong-Young;Kim, Ji-Hye;Kim, Hye-Kwon;Lee, Donghoon
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.65-66
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    • 2022
  • In the construction industry, interest in technologies such as 3D Construction Printing (3DCP) is increasing, and research is being conducted continuously. In the case of atypical architecture, different shapes must be implemented, and the introduction of 3D printing technology is intended to solve it. Our researchers are conducting research to produce Free-form Concrete Panel (FCP). It automatically manufactures the FCP's formwork without any error with the design shape. At this time, the concrete nozzle based on the 3D printing technology is developed and the concrete is precisely extruded into the manufactured form to prevent the deformation of the formwork that can occur due to the concrete load. Therefore, in this study, the requirements for the development of 3D printing concrete nozzles for FCP manufacturing are analyzed. Based on the analyzed requirements, the first nozzle was developed. Such equipment is easy to shorten construction period and cost reduction in the atypical construction field, and is expected to be utilized as basic 3D printing equipment.

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