Full-Scale Dynamic Experimental Inspection of Fundamental Techniques Creating Near Future Type of Traditional Wooden Construction Sustainable to Earthquakes.

对基本技术的全面动态实验检查，创造了近期可承受地震的传统木结构建筑。

• 批准号: 13450225
• 负责人: SUZUKI Tamotsu
• 金额: $ 9.66万
• 依托单位: Akita Prefectural University
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (B)
• 财政年份: 2001
• 资助国家: 日本
• 起止时间: 2001 至 2003
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-13450225/
• 关键词: Traditional Wooden Construction; Vibration Absorbing Mechanism; Vibration Isolating Mechanism; Vibration Control Mechanism; Vibration Experiment; Three-Dimensional Frame; Soil Wall; Wooden Plates Wall; 載荷実験; 立体架橋

(1)The following fundamental principle was set up for creating a near future type of traditional wooden construction sustainable to any earthquake: 1) to utilize the vibration absorbing, isolating, and controlling mechanisms which exist originally in wooden structures, 2) to apply some kinds of modern simple technique to the construction, and thus, 3) to produce high efficient function of those resistant mechanisms.(2)Several elementary basic techniques to build structures, suitable to the above-mentioned principle, were devised and realized as for materials and constructions of wall, connection, frame, and foundation.(3)The representatives of such basic techniques are cylindrical Laminated Veneer Lumber, improved soil wall with wood lattice, wooden wall made of thick Sugi plates, wooden tenon joint using adhesive, skeleton frame with improved wooden connections, and stone and buried girder foundation system supporting upper-structure without connecting. All of them are resulted from Japanese traditional construction skills and wisdoms. And their validity and usefulness were examined through static tests of componential specimens and a full-scale model house, both of which included each or couple of those techniques.(4)Based on the various results of the previous study, two types of three dimensional unit frame, designated as 'soil wall and Sugi wood plate wall systems', were built and tested on the shaking table in the Institute. The fundamental dynamic characteristics of these wall systems were finally investigated. Thus, the validity and usefulness for the effects of accumulating the devised elementary techniques were satisfactorily confirmed through both tests of three dimensional frames and a full-scale building

（1）为创造一种可承受任何地震的传统木结构建筑，确立了以下基本原则：（1）利用木结构原有的减震、隔震和控制机制;（2）在建筑中应用各种现代简单技术，从而使这些抗震机制发挥高效作用。（2）设计并实现了符合上述原则的建筑结构的墙体、连接、框架、基础等材料和构造的基本技术。（3）这些基本技术的代表是圆柱形单板层积材、木格改良土墙、厚杉板木墙、使用胶粘剂的木榫连接、改进木连接的骨架框架、不连接的支撑上部结构的石头和埋梁基础系统。它们都是日本传统建筑技巧和智慧的产物。通过构件试件和足尺模型房屋的静力试验，验证了这些技术的有效性和实用性。（4）在前人研究成果的基础上，建立了两种三维单元框架结构体系，即“土墙体系”和“杉木板墙体系”，并在振动台上进行了试验研究。最后研究了这些墙体体系的基本动力特性。因此，通过三维框架和全尺寸建筑物的试验，满意地证实了所设计的基本技术积累效果的有效性和有用性

项目成果

村上雅英, 景山誠, 鈴木有ほか: "在来軸組工法木造住宅の構造設計手法の開発(その70)土壁の剛性算定式とその検証"日本建築学会大会(東海)学術講演梗概集. 293-294 (2003)

村上正秀、影山真、铃木佑等：“传统框架木结构房屋结构设计方法的发展（第70部分）：土墙刚度计算公式及其验证”，日本建筑学会会议（东海）学术讲座摘要。293-294 (2003)

鈴木有, 村上雅英ほか: "在来軸組工法木造住宅の構造設計手法の開発(その57) 土壁の破壊性状と耐力発現機構の仮説およびその検証実験計画"日本建築学会大会(北陸)学術講演梗概集. 371-372 (2002)

铃木裕、村上雅秀等：“传统框架结构木屋结构设计方法的开发（第57部分）土墙断裂特性和应力发展机制的假设及其验证实验计划”日本建筑学会会议（北陆）学术讲座摘要。371-372（2002）

清水秀丸, 北原昭男, 後藤正美ほか: "軸組構法2階建木造住宅の実大振動実験 土壁付き軸組試験体の結果"日本建築学会大会(北陸)学術講演梗概集. 119-120 (2002)

Hidemaru Shimizu、Akio Kitahara、Masami Goto等人：“使用框架建造方法对两层木屋进行的全尺寸振动实验。土墙框架测试样本的结果”日本建筑学会会议论文集（北陆）119-120（2002）。

飯島泰男, 渋谷栄ほか: "スギの材質変化に及ぼす乾燥条件の影響(I)(II)"日本木材学会大会(福岡)研究発表要旨集. (CD-ROM). (2003)

Yasuo Iijima、Sakae Shibuya 等人：“干燥条件对雪松材料特性变化的影响 (I) (II)” 日本木材学会会议研究报告摘要集（福冈）。 （2003）

在来軸組工法木造住宅の構造設計手法の開発(その57〜58)土壁の耐力発現機構

常规框架木结构房屋结构设计方法开发（第57-58部分） 土墙强度发展机制

• 发表时间: 2002
• 期刊: 日本建築学会大会(北陸)学術講演梗概集 C-1
• 作者: 鈴木有;村上雅英;景山誠ほか
• 通讯作者: 景山誠ほか