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  • 鈴木 隆志, 倉形 雅之, 伊津野 和行, 土岐 憲三
    日本地震工学会論文集
    2007年 7 巻 5 号 15-30
    発行日: 2007年
    公開日: 2010/08/12
    ジャーナル フリー
    一般的に伝統木造建築物の水平構面は剛床仮定が成り立ちにくいとされている。しかし、懸造形式を有する寺社において、舞台床の水平剛性の考慮の有無は、建物全体の耐震性能評価に与える影響は少なくないことが予想される。
    本論文は、床などの水平構面が、懸造形式を有する伝統木造建築物の耐震性能評価に与える影響を時刻歴地震応答解析によって検討したものである。研究対象は、京都市にある国宝清水寺本堂とした。
    舞台床や小屋組などの水平構面の剛性、耐力を無視した解析結果では、舞台部分の局所的な応答を過大評価する結果となった。しかし、本堂部分を主とする建物全体の地震時挙動に屋根による水平構面が与える影響は小さいことがわかった。
    懸造形式の伝統木造建築物の耐震性能評価においては、小屋組や天井の水平構面の評価よりも、舞台床による水平構面の適切な剛性評価が重要になる。
  • ― その1 塔ごとの風力係数の比較 ―
    *金谷 俊秀, 益田 健吾, 河井 宏允, 西澤 英和, 西川 英佑
    日本風工学会年次研究発表会・梗概集
    2005年 2005 巻 s9-5
    発行日: 2005年
    公開日: 2006/01/26
    会議録・要旨集 フリー
    自然災害による伝統木造文化財建造物の被害が跡を絶たない。層塔建築は伝統木造建築物における高層建築であり、強風にもさらされやすい。過去の資料にも被害が報告されており、今後も被害が懸念される。本研究では、木造層塔建築物の風荷重評価の基礎資料を得るために、醍醐寺五重塔の他、薬師寺東塔、法起寺三重塔などについて風洞実験を行い、それらの風荷重を評価した。
  • 平野 重雄
    図学研究
    1994年 28 巻 2 号 27-32
    発行日: 1994年
    公開日: 2010/08/25
    ジャーナル フリー
  • 曹 毅, 杉野 丞, 沢田 多喜二, 李 澐璋, 張 葉茜
    日本建築学会計画系論文集
    2022年 87 巻 794 号 781-792
    発行日: 2022/04/01
    公開日: 2022/04/01
    ジャーナル フリー

    In this study, we conducted a field survey of Buddhist temples, Taoist temple, and Shrines with One bay tpye with under roof in Sichuan Province from 2010 to 2019. We surveyed and photographed a total of 12 buildings, including important cultural relics and well-preserved structures at the national, provincial, and municipal levels in the Ming Dynasty, and created a plan view, compared and examined the planes, frames, tokyous and ceilings, and clarified the architectural characteristics of the Buddhist temple with One bay type with under roof of the ministry.

  • 白井 裕泰, 中川 武
    日本建築学会計画系論文集
    2014年 79 巻 705 号 2553-2561
    発行日: 2014/11/30
    公開日: 2014/11/30
    ジャーナル フリー
    To restore Thai To Mieu, we researched the measurement plan of The To Mieu to establish the restoration method. The conclusion of this paper is as follows. : 1. There are basic plan that the column compartment of “moya” is 10 units, the column compartment of “hisashi” and “mokoshi” is 8 units (=the standard column compartment multiplied by 0.8) in the ground plan of The To Mieu. The actual column compartment was decided on adding the measure of column inclination to the basic column compartment. 2. The diameter of “moya” column was decided on multiplying 1/10 to “moya” column compartment in Chinh Dien. The difference between the diameter of “moya” and “mokoshi” column is 0.1 units. 3. In the section plan of The To Mieu, the height of column and ridge were decided on the “moya”, “hisashi” and “mokoshi” column compartment. 4. The measure of column expansion was about 0.15 units, and there is a possibility to have been changed when repairing The To Mieu.
  • 白井 裕泰, 中川 武
    日本建築学会計画系論文集
    2010年 75 巻 649 号 737-744
    発行日: 2010/03/30
    公開日: 2010/06/09
    ジャーナル フリー
    The conclusion of this paper is as follows.: 1. The eaves spring of “mokoshi” and “hisashi” in Long Duc Dien has been made by the eaves digit and the warp increased material. 2. The warp of eaves digit has been made by the expansion or the inturn of the corner “mokoshi” and “hisashi” pillars. 3. All pillars inclined to the direction of center on Long Duc Dien. 4. We drew the full scale drawing depend on the analysis of measurement size value, and we found out that the both side pillars of the center pillars interval at “mokoshi” and “hisashi” inclined 2 etsu-sun, the outside pillars of the sideward pillars interval at “mokoshi” inclined 0.5 etsu-sun, the corner pillars at “mokoshi” and “hisashi” inclined 1 etsu-sun. 5. We think that the expansion of the corner pillars at “hisashi” is 2 etsu-sun, the one of the outside pillars of sideward pillars interval at “mokoshi” is 1.5 etsu-sun, the one of the corner pillars at “mokoshi” is 3 etsu-sun.
  • 丸山 岩三
    水利科学
    1994年 38 巻 4 号 91-114
    発行日: 1994/10/01
    公開日: 2019/04/30
    ジャーナル フリー
  • 白井 裕泰, 小野 泰, 藤田 香織, 中川 武
    日本建築学会計画系論文集
    2015年 80 巻 715 号 2131-2139
    発行日: 2015年
    公開日: 2015/10/21
    ジャーナル フリー
     We tried to doing full-scale lateral loading test and micro tremor measurements before and after the restoration of Long Duc Dien in Hue Royal Palace, Vietnam. The conclusion of this paper is as follows: 1. Long Duc Dien was able to recover an original rigidity by the repairer thing. 2. It was clarified that the rigidity of the south-north. direction in Long Duc Dien is 1.5 times as high compared with the east-west direction. 3. The difference of the rigidity in the direction of east-west (ridge direction) for the south-north (beam direction) is thought to be caused by the structural characteristics of Long Duc Dien.
  • 現存連棟遺構20棟を対象とした考察
    六反田 千恵, 中川 武
    日本建築学会計画系論文集
    2013年 78 巻 694 号 2605-2610
    発行日: 2013/12/30
    公開日: 2014/07/10
    ジャーナル フリー
    Through the comparative study of 20 extant remaining buildings and thier description in historical sources, this article proposes the following categories for the connecting method between plural buildings seen in Hue Nguyen Dynasty architectural remains; (1) The "Triêu Tô Miêu type" defines the method by which the space of "Thùa Luu" between the front building and the back building is enclosed by the "Thuòng giai", therefore creating a "Trùng Diêm style" roof. This type includes 11 standard examples and 4 particular examples. (2) The "Du Khiêm Ta type" does not include the space of "Thùa Luu", connecting directly each building's column by a "Tren". This type includes 2 remaining examples.
  • 白井 裕泰, 中川 武
    日本建築学会計画系論文集
    2009年 74 巻 643 号 2101-2106
    発行日: 2009/09/30
    公開日: 2010/01/22
    ジャーナル フリー
    The conclusion of this paper is as follows. : We think that it was planned that after a whole scale is first assumed in Long Duc Dien, the edge pillars interval is set as a basic dimension, and the pillars interval was decided by the ratio of the pillars interval or the integral multiples of a unit length. Secondly, we think that the diameter of “mokoshi” pillar is set as a unit length, and the relation of the ratio of the pillars interval and the difference of the pillars interval exists between the each pillars interval when the pillars interval is decided according to a unit length. Thirdly, we think that the section size of Long Duc Dien was decided depending on the proportion coefficient (1/2, 1, √2, 5/3, 2) being multiplied to the pillars interval.
  • 鈴木 隆志, 石原 透, 阪本 大祐, 伊津野 和行, 土岐 憲三
    社会技術研究論文集
    2005年 3 巻 175-185
    発行日: 2005年
    公開日: 2008/07/25
    ジャーナル フリー
    文化遺産を自然災害から守り後世に継承することは,社会科学の一つの大きな使命である.想定される自然災害から文化遺産を守るためには,まずそのもの自身の持つ性能を正しく評価することが必要である.本研究では,文化遺産の一つである懸造形式を有する伝統木造建築物の耐震性能に関する研究の一環として,国宝清水寺本堂を研究対象とした構造特性の研究を行った.本研究は,当該建物の建物調査及び文献調査に基づく構造図作成に始まり,作成した構造図を基にした固有値解析と,地盤と建物に対する常時微動測定の実施を通じて,対象建物の振動特性の定量的把握を行った.さらに,目視経年変化調査及び含水率測定を行うことで,当該建物の現状の経年変化状況を把握した.
  • 冨島 義幸
    日本建築学会計画系論文集
    1999年 64 巻 516 号 243-249
    発行日: 1999/02/28
    公開日: 2017/02/03
    ジャーナル フリー
    Representative of the late Heian Period, many attempts have been made to reproduce the planning of Hosshouji Temple. However, unexplained aspects regarding land, architecture and planning remain. Using various materials regarding planning, archeological studies, and historical records, I will reproduce the Hosshoji's plan, then compare the Hosshouji and Houjouji, examining their continuity, and originahty. Both temples were very similar in terms of their pond, architecture and Buddhist imagery; particularly, their use of the Vairocana Buddha in the main hall of both temples. Nevertheless, Hosshouji emphasis of its main hall, independent of other structures, was its most unique characteristic.
  • 山本 栄吾
    日本建築学会論文報告集
    1961年 69.2 巻 741-744
    発行日: 1961/10/10
    公開日: 2017/08/30
    ジャーナル フリー
  • 隆徳殿の建築技法 その2
    白井 裕泰, 佐々木 昌孝, 中川 武
    日本建築学会計画系論文集
    2014年 79 巻 696 号 517-524
    発行日: 2014/02/28
    公開日: 2014/07/10
    ジャーナル フリー
    The conclusion of this paper is as follows. :1. In Long Duc Dien, the identification for wooden components was discovered on the pillar(Cot), the inclined beam (Kèo), the top crosspiece(Xà Dau Cot), the upper crosspiece(Xuyên Trúng), the big crosspiece(Xuyên) , the big crossbeam (Tren), the sleeper(Con Doi), the short pillar(Tru Doi), the small beam(Áp Qua), the roof beam(Dòn Tay), and the door(Cua Bang Khoa). 2. Chu Nom was used for the identification for wooden components, and that were written by indian-ink in a part of the roof beam, but the most character were carved. 3. In Long Duc Dien, “買”, “且”, “哉”, and “左辺” were new discoveries, though “䒑”, “彳”, “左”, “右”, “一”, “抌”, “回”, “决”, “中”, “次”, and “〓” had been reported up to now. 4. The method of identification for wooden components is that the space was separated to front and back, left and right to the building center, and “買” was used in the left and right side roof line, “回” was used in the front and back side roof line, and in the line of pillar and keo, the front and back sides are specified by “1” , and the east and west sides are specified by “抌” or “回”, and the corner lines are specified by “决”, and the corner sideward are specified by “且哉”. 5. The identification for wooden components of Long Duc Dien is provided essentially by a structural form, though it has implications in the assembly process on the character of it.
  • 平野 重雄, 大西 清, 島田 邦雄
    図学研究
    1990年 24 巻 Supplement 号 XI1-XI8
    発行日: 1990年
    公開日: 2010/08/25
    ジャーナル フリー
  • 丸山 岩三
    水利科学
    1994年 38 巻 5 号 86-108
    発行日: 1994/12/01
    公開日: 2019/04/30
    ジャーナル フリー
  • 澤田 享
    日本建築学会計画系論文集
    1997年 62 巻 495 号 207-213
    発行日: 1997/05/30
    公開日: 2017/02/02
    ジャーナル フリー
    This paper is an attempt to analyze the evoluting process of the ornamental details mainly as to the shrines and the temples of the Middle Ages in Yamaguchi Prefecture.
  • 隆徳殿の建築技法 その3
    白井 裕泰, 佐々木 昌孝, 中川 武
    日本建築学会計画系論文集
    2014年 79 巻 698 号 1007-1014
    発行日: 2014/04/30
    公開日: 2014/07/15
    ジャーナル フリー
    The conclusion of this paper is as follows. :1. The joint of wooden structure is classified to two types, that are mong buong and mong that in Hue, Vietnam. The former is free to the pull force and the latter is fixed to it. 2. The property of wooden structure is that the strength against the pull force in the east-west direction is more weaken than it in the south-north direction. 3. The architecture in Hue Royal Palace is possible to have changed the joint method by the scale of it. 4. The property of the joint in Long Duc Dien is that the method of joint is changed by the necessity of its strength. 5. The various joint of wooden architecture in Hue, Vietnam work effectively against the vertical strength by the load of roof tile and the lateral strength by the strong wind.
  • 白井 裕泰, 中川 武
    日本建築学会計画系論文集
    2012年 77 巻 671 号 149-155
    発行日: 2012/01/30
    公開日: 2012/03/05
    ジャーナル フリー
    The conclusion of this paper is as follows. : 1. We have some standard by which the original material is judged, there are the presence of list, the difference of sculpture pattern, the level of weathering, the shape in section, the nail mark of rafter installation, the section size . 2. Long Duc Dien was built in Gia Long 3 (1804), and the repair of this building was done two times in Minh Mang 12 (1831) and Thanh Thai 12 (1900). 3. The most of pillars, keos, kans, and beams were original material, except digits of roof that were changed in the Thanh Thai age and rafters. 4. There were rafters in three terms that is the Gia Long age (original one), the Minh Mang age (middle one), the Thanh Thai age (new one). Rafters that have respect at the lower side were new materials. 5. Rafters were installed placing center of building, and one rafter span size was 233.2 mm (0.6 syaku, vietnamese scale) before restoration. 6. In the first time, if the width of rafters was equal the among of rafters, we think that the size of the width and the among of rafters were 127.2 mm (0.3 syaku, vietnamese scale), and then the height of rafters is 63.6 mm (0.15 syaku, vietonamese scale).
  • 溝口 明則, 米澤 貴紀, 小岩 正樹
    日本建築学会計画系論文集
    2020年 85 巻 767 号 151-160
    発行日: 2020年
    公開日: 2020/01/30
    ジャーナル フリー

     In this paper, we showed that Dimensional planning method of column interval was Shiwari-sei (枝割制), and Dimension of Kumimono (組物) was planed by Taruki-wari (垂木割) in the Zen style architecture. Then, we presented its concrete technique.

     In the conventional research, four methods of the column spacing dimensional planning of the Zen style building have been assumed: “Kansu-sei (完数制)”(the method of controlling the dimension between columns with the Syaku(尺), in principle.”), “Aita (アイタ)”(the method to control the dimension between columns by the width of Kumimono in Tsumegumi (詰組)), “ratio (比)”(the method that uses a simple ratio such as 3: 2 or 4: 3 between the central bay and the side), and “Shiwari-sei”(the planning method based on the distance between adjacent rafters, measuring from the center of the rafters, called "Isshi”.). Among them, Shiwari-sei has been considered to be relatively unimportant, because of the characteristics of the Zen style architecture such as the fan rafter, the Zen style Kumimono and Tsumegumi. However, it is pointed out that the Shiwari-sei is a precondition of Aita from the result of the Architectural technical book research. In addition, the almost Wayo style (和様) buildings had been planned by Shiwari-sei, and this style was the dominant style in the medieval period. And even in some remnants which considered planed by Kansu-sei, is compatible with Shiwari-sei. Based on these, in this paper, we examined the possibility that Shiwari-sei existed as dimensional planning method in the medieval Zen style Buddhist Halls. We analyzed following four buildings. Shohukuji Jizodo (正福寺地蔵堂, 1407), Seihakuji Butsuden(清白寺仏殿, 1415), Tokoji Hondo (東光寺本堂, before 1517), Okunoin Bentendo (奥之院弁天堂, Middle Muromachi).

     As a result, it was found that the column spacing dimensional planning for each building was designed by Shiwari-sei and the size of Kumimono was also planned by Taruki-wari. In addition to the Shofukuji Jizodo, where the use of the split system was pointed out conventionally, we found a concrete Taruki-wari plan that is latent in a building (Seihakuji Butsuden, Tokoji Hondo) that was previously considered unrelated to it. As the column spacing composition gets under the influence of Tsumegumi and the center bay and the side bay settles in a 3: 2 relationship, Taruki-wari was limited to Shiwari that could maintain this relationship. Its combinations were 19.5shi and 13shi at Seihakuji Butsuden and 24shi and 16shi at Tokoji Hondo. By fixing the number of rafters between columns in this way, the planning method changes, for example, to the technique in which the dimension of one branch is determined as a result of making the size of the center bay the Kansu. It was shown that the maximum width of Kumimono was determined based on the Isshi dimensions thus obtained. At the same time, we also shown that these dimensions could be easily and accurately obtained using the carpenter's square in those day.

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