• 산업기술연구
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• 제3권
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• pp.103-116
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• 1983

Recent developments in multi-storey buildings for residential purpose have led to the extensive use of shear walls for the basic structural system. When the coupled shear wall system is used, joined together with cast-in-place concrete or mortar (or grout), the function of the continuous joints is a crucial factor in determining the safety of L.P. Precast concrete shear wall structures, because the function of the continuous joints(Vertical wall to wall joints) is to transfer froces from one element(shear wall panel) to another, and if sufficient strength and ductility is not developed in the continuous joints, the available strength in the adjoining elements may not be fully utilized. In this paper, the influence of the stiffness of vertical joints(wet vertical keyed shear joints) on the behaviour of precast shear walls is theoretically investigated. To define how the stiffness of the vertical joints affect the load carrying capacity of L.P.Precast concrete shear wall structure, the L.P.Precast concrete shear wall structure is analyzed, with the stiffness of the vertical joints varying from $K=0.07kg/mm^3$(50MN/m/m) to $K=1.43kg/mm^3$(1000MN/m/m), by using the continuous connection method. The results of the analysis shows that at the low values of the vertical stiffness, i.e. from $K=0.07kg/mm^3$(50MN/m/m) to $K=0.57kg/mm^3$(400MN/m/m), the resisting bending moment and shearing force of precast shear walls, the resisting shearing force of vertical joints and connecting beams are significantly affected. The detailed results of analysis are represented in the following figures and Tables.

• 한국공간구조학회논문집
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• 제22권4호
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• pp.81-88
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• 2022

The paper introduces an experimental program for the newly developed vertical joints between Precast Concrete (PC) walls to improve their in-plane shear capacity. Compared to the existing vertical joints, two types of vertical joints were developed by increasing the transverse reinforcement ratio and improving frictional force at the joint interface. A total of four specimens including the Reinforced Concrete (RC) wall and PC walls with developed vertical joints were designed and constructed. The constructed specimens were experimentally investigated through monotonic shear tests. The observed damage, load-deformation relationship, strain and strength are investigated and compared with the cases of RC wall specimen. Experimental results indicate that the maximum force and initial stiffness of the PC wall with proposed vertical joints were decreased by comparing with those of RC wall. However, the ultimate displacement increased by up to 217.30% compared to the RC wall specimen. In addition, brittle failure did not occurred and relatively few cracks and damages occurred.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1993년도 가을 학술발표회 논문집
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• pp.237-242
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• 1993

Precast concrete panel buildings are designed to tracsmit shear forces through the joint between the reinforced concrete panels. The shear strength is partly provided by the resistance to sliding at the interface between the precast and in- situ concrete and partly by the dowel action of the reinforcement crossing the joint. The shear resistance to sliding is largely dependent on the shapes and configurations of vertical joints and the vertical loads of horizontal joints. In this paper, the shear strength by the difference of relative strength between panel and joint, the effect of reinforcement, and the effect of vertical load are considered.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 가을 학술발표회논문집
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• pp.149-156
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• 1993

Precast concrete (P.C.) large panel structures have usually weaker stiffness at joints than that of monolithic in-situ reinforced concrete structures. But structural designers do not in general take into account this characteristics of P. C. large panel structures and use the same analytical models as for the monolithic structure. Therefore, the results of analysis obtained by using these models may be quite different from those actually occuring in real P.C. structure. In this study, the change in force and stress distribution and deflections of structure caused by applying lower shear stiffness at vertical joints are investigated through trying several finite element modeling schemes specific for P.C. structures. Finally, for engineers in practice. a simplified model, which takes account of the effect of lower shear stiffness at vertical joints, is proposed with the understanding on possible amount of errors.

• 콘크리트학회지
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• 제6권1호
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• pp.111-119
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• 1994

대형 콘크리트 패널구조 시스템의 수직접합부 저항요소는 접합부 충전 그라우트의 부착과 전단키에 의한 맞물림작용, 철근을 장부작용으로서, 이들 요인의 상관관계에 의해 그 내력이 결정된다. 따라서 수직접합부에 관한 연구는 대부분이 이들 요인에 관한 연구로 국한된다고 할 수 있다. 수직접합부의 전단강도에 관한 연구는 국외의 많은 연구자들에 의해 실시되었으며 그 결과 여러 실험식이 제시되어 있는 상황이다. 국내에서도 수직접합부에 관한 일련의 실험연구가 진행되어 설계식이 제시되었으나, 이들 설계식은 국부적인 실험결과만을 대상으로 제시되었기 때문에 보다 많은 실험결과를 근거로한 설계식이 요망된다. 본 연구에서는 국내에서 실험된 총 94개의 수직접합부 실험결과를 분석하고 수정된 Mohr-Coulomb의 항복선이론을 적용하여 적합한 설계식을 제시하고자 하였다. 제안된 설계식은 전단키의 효과와 횡보강근의 효과를 고려한 식으로서 모르터 또는 콘크리트를 그라우트로 사용하며 횡보강근으로 루프철근을 사용한 수직접합부에 적용된다. 실험결과의 희구분석과 항복선 이론을 이용한 수식의 전개로부터 제안된 설계식의 정확성과 경제성을 평가 한 결과, 본 제안식이 실험결과를 안전측으로 평가할 뿐만아니라 기존식에 비하여 경제적인 설계가 가증한 것으로 나타났다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 가을 학술발표회논문집
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• pp.157-162
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• 1993

During earthquakes, the joints provide a principal means for energy dissipation, and these are also responsible for introducing a nonlinear behavior to the overall building system, while large panels remain in the elastic range. In analysis for the precast concrete large panel system, it is difficult to make a general analysis for their behavior because of differences in joint details. Therefore, in case of presence of vertical joints, it is more difficult because of the interaction between the horizontal joints and vertical joints, In this study, a nonlinear finite element analysis is performed using the gap element, friction element, and concrete material model, and the results are compared with the experimental results.

• 콘크리트학회지
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• 제10권6호
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• pp.161-168
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• 1998

본 연구는 수직전단하중에 대한 프리캐스트 바닥판간 이음부거동을 규명하고 수직전단력 전달에 유리한 이음부 구조도출을 위해 female-female 형식의 이음부를 제안하고, 실험 및 유한요소해석을 수행한 것이다. 경사각, 이음부깊이/높이 및 구속응력을 변수로 총 18개의 실험체에 대한 실험 및 유한요소해석결과 ,이음부의균열저항성 개선을 위해서는 경사각이 60。, D/H가 1/4일 경우가 유리하며 측방향구속으로 이음부를 압축상태로 유지하는 것이 이음부 균열방지에 효과적임을 알았다.

• 대한건축학회논문집:구조계
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• 제35권9호
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• pp.151-158
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• 2019

A concrete core is used widely as lateral stability systems in high-rise modular buildings. As an alternative to traditional cast in-situ core, the precast concrete(PC) method can accelerate the construction of reinforced concrete cores. A core composed of precast elements differs from a in-situ core in having connections between the precast elements. The typical vertical connection between PC panels is consisted of shear keys, loop bars, lacer bars and grout. In this study, the effect of vertical connection components on shear strength is investigated experimentally. The test results show that the contribution to the shear strength is greater in order of grout strength, shear keys, lacer bars and loop bars. In addition, the numerical models to estimate the shear strength according to two crack patterns in the vertical joint of the PC panels are derived. The feasibility of the numerical models is evaluated by comparing the estimated shear strength and the test results.

• 전산구조공학
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• 제7권3호
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• pp.105-113
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• 1994

프리캐스트 콘크리트(P.C) 대형판 구조물은 일체식 현장타설 철근콘크리트 구조물에 비하여 보통 접합부에서 약한 강성을 가지고 있다. 그러나 일반적으로 실무에서 이러한 P.C대형판 구조물의 특성이 고려되지 않고 있으며 일체식 구조물에서와 동일한 해석모델을 사용하고 있는 실정이다. 따라서 이러한 모델을 사용하요 얻은 해석결과는 실제 P.C구조물에서의 발생하는 것들과 매우 상이할 수 있다. 본 연구에서는 이P.C구조물의 해석에 적합한 몇가지 유한요소모델을 시도해 봄으로써 수직접합부에 실제의 낮은 전단강성을 적용함으로 인해 발생하는 구조물에서의 힘과 응력분포 및 처짐의 변화를 관찰하여 보았다. 마지막으로 실부자들을 위해 수직접합부 전단강성의 영향을 감안한 단순화된 모델이 오차범위에 대한 이해를 전제로 하여 제안되고 있다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.362-367
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• 1994

In Precast Concrete Structure, safety of structure depends on strength of joint. Asa result, there exists a necessity to review the effects of elements consisting joints, since these elements are important factors for evalaution of joint strength. However, there elements are different for construction methods and may be changed even during construction. Obviously, the change of elements can cause the change of joint strength; yet, the effects of the variables are not clearly defined. The behavior of the joints are complicated and evaluated only through experiments. Consequently, the main objective of this paper is to review effects of components consisting Precast Joints, I order to keep higher joint strength than specified in the design code.