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青海樂都瞿曇寺隆國殿大木結構研究補遺=An additional Study to the Large Timber Construction Work at Longguo Hall of Gautama Monastery,Ledu County,Qinghai Province
Author 李越 ; 劉暢 ; 王時偉 ; 孫闖 ; 雷勇
Source 故宮博物院院刊=Palace Museum Journal
Volumen.4
Date2010
Pages47 - 66, 160 - 161
Publisher紫禁城出版社
Publisher Url http://www.culturefc.cn/index/product.jhtml?act=index
Location北京, 中國 [Beijing, China]
Content type期刊論文=Journal Article
Language中文=Chinese
Keyword瞿曇寺隆國殿=Longguo Hall of Gautama Monastery; 營造尺=the ruler for construction(Ying Zao Chi); 大木丈尺設計=the proportion of structure measurements of large timber construction; 斗栱構造尺度設計=the detail dimensional design for Dougong Bracket
Abstract本文在總結前人關于青海瞿曇寺隆國殿大木結構研究成果的基礎上,結合2009年使用三維激光掃描儀和全站儀進行的補充測繪,經過綜合提取數據、統計分析,提出:1)隆國殿大木用尺316.5毫米;2)柱頭平面采用簡明的尺度設計方法;3)面闊、進深與柱高、通柱高之間不存在精確比例關系,而存在近似比例關系,反映出可能存在一種尺度控制設計。本文進一步將這種大木結構設計特點歸納為六個推論。

Based on the previous researches and a supplementary survey of the large timber construction work at Longguo Hall of Gautama Monastery(Qutan Monastery),Ledu County,Qinghai Province by using 3D laser scanner and Electronic Total Station in 2009,this paper suggests:a) the ruler(Ying Zao Chi)used in the timber construction of Longguo Hall is 316.5 mm long;b) the planes of Zhutou(the top of the column)were designed with the simple measuring method;c) a precise proportional relation between the building width,depth and the column height and the complete column height is unavailable,whereas there is an approximate proportional relation which reveals the probability of design of scale control.Besides,this paper further makes totally six deductions from these characteristics on the large timber construction work.
Table of contents一、狀況回顧研究 47
二、補測計畫 50
(一)全站儀補測柱頭平面 50
(二)手工重測、補測斗口 51
(三)三維激光掃描補測斗拱細部結構關係 51
三、柱頭實測成果及推論 52
(一)數據彙總 52
(二)推論一:營造尺與柱頭平面丈尺 53
(三)推論二:舉架和步架 54
四、斗拱手工與掃描實測結果及推論 56
(一)斗口數據彙總 56
(二)斗栱出跳數據彙總 58
(三)推論三:斗栱結構關係 62
(四)推論四:挑檐檩至柱础高度 63
五、結論與推論
(一)關於整體結構丈尺的權衡 63
(二)關於316.5毫米長的營造尺 66
ISSN04527402 (P); 04527402 (E)
Categories建築-佛殿
Dynasty明代
Regions青海(樂都瞿曇寺)
Hits268
Created date2016.05.12
Modified date2019.09.19



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