小心,雷吉娜

Ch. Koesmartadi, Mohhamad Kusyanto
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引用次数: 0

摘要

题目:更新没有四名萨卡大师的Joglo建筑(Banyuwangi的Pendopo Pura Agung Blambangan的案例研究)当前的建筑发展保持其可持续性已经达到了探索群岛建筑多样性潜力的意识阶段,其中之一是探索Joglo传统住宅未来的潜力。对大跨度的需求往往是突出的,因此新的建筑设计响应无柱大跨度的需求并不罕见。然而,需要一个解决方案来解决这个问题。支柱及其框架是整个屋顶荷载的主要加固系统的主要部分,因此它们成为代表Joglo的先决条件。这篇文章的目的是分析没有柱子的建筑的更新形式,仍然保持Joglo形式。研究方法采用定性描述的方法,通过分析东爪哇Banyuwangi的Puri Agung Blambangan pavilion和Sabha Swagata Blambangan pavilion结构系统的可靠性,考察了消除教师四大支柱的过程。研究结果表明,四根柱子及其框架的结构被认为是承受屋顶重量的主要力量。没有大师的四根柱子及其框架的建筑系统降低了建筑的刚度,因为强度被转移到建筑边缘的柱子上,并没有反映joglo结构和建筑系统。在没有支柱和建筑体系框架的情况下,出现了许多结点,增加了倒塌的风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengkinian Konstruksi Joglo Tanpa Empat Saka Guru
Title: Updating Joglo Construction Without Four Saka guru (Case Study of Pendopo Pura Agung Blambangan of Banyuwangi)   Current architectural developments to maintain its sustainability have reached the awareness stage to explore the potential for the diversity of archipelago architecture, one of which is exploring the potential for the Joglo traditional house for the future. The demand for wide spans often comes to the fore, so it is not uncommon for new construction designs to respond to the demands for wide spans free from pillars. However, a solution is needed to solve this problem. The pillars and their frames are the main part of the main reinforcement system for the roof load as a whole, so they become prerequisites on behalf of the Joglo. This writing aims to analyze the updated form of construction without pillars that still maintain the Joglo form. The research method uses a qualitative descriptive approach by examining the process of eliminating the four pillars of teachers by analyzing the reliability of the structural system of the Puri Agung Blambangan pavilion and the Sabha Swagata Blambangan pavilion in Banyuwangi, East Java. The research results show how the construction of the four pillars and their frames are believed to be the main strength to withstand the roof’s weight. The construction system without the four pillars of the guru and their frames reduces the rigidity of the building because the strength is transferred to the pillars on the edges of the building and does not reflect the joglo structural and construction system. Many knot points have appeared without the pillars and the framework of a construction system, increasing the risk of collapse.
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