日本建築学会論文報告集

表紙

原稿種別: 表紙
1983 年323 巻 p. Cover1-
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_Cover1

ジャーナルフリー

PDF形式でダウンロード (73K)
目次

原稿種別: 表紙
1983 年323 巻 p. Cover2-
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_Cover2

ジャーナルフリー

PDF形式でダウンロード (73K)
CONTENTS

原稿種別: 目次
1983 年323 巻 p. Toc1-
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_Toc1

ジャーナルフリー

PDF形式でダウンロード (142K)
奥付

原稿種別: 目次
1983 年323 巻 p. Toc2-
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_Toc2

ジャーナルフリー

PDF形式でダウンロード (59K)
定軸力と繰返し二軸曲げ荷重を受ける鋼構造部材断面の弾塑性挙動について (その 1)

修行稔

原稿種別: 本文
1983 年323 巻 p. 1-12
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_1

ジャーナルフリー

抄録を表示する抄録を非表示にする

Inelastic behaviors of steel column segments under cyclic biaxial bendings and constant axial force are studied by the experiments and the numerical analyses. The loads considered are an axial force and two bending moments about the principal axes and the corresponding deformations are an axial strain at the centroid of the section and two bending curvatures about the principal axes. The numerical analysis is done by the step-iteration method using a tangent stiffness given by W. F. Chen and T. Atsuta. In the analysis, nonlinear and non-stationary hysteretic stress-strain relations of fibers are predicted by the author's method using the monotonic stress-strain curve of the material and the previously reported empirical equations for mild steels. The experiments for various loading paths are performed and the resultant moment-curvature relations are compared with the results of corresponding numerical analyses to show good agreement.

抄録全体を表示

PDF形式でダウンロード (1366K)
鋼構造骨組構成部材の適正強度分布に関する研究 : その 1 動的崩壊機構特性とエネルギー吸収能力

小川厚治

原稿種別: 本文
1983 年323 巻 p. 13-22
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_13

ジャーナルフリー

抄録を表示する抄録を非表示にする

In the aseismic design of framed structures, design seismic loadings are usually given as equivalent horizontal forces acting on the structure at the same time. On the other hand, during an earthquake, the maximum shear force acting at each story does not necessarily occur simultaneously, therefore some of important effects of dynamic loads upon the response of the structure cannot be explained without resorting to a dynamic response analysis. This paper proposed to use the second joint moments of story shear forces in order to express the vertical distribution of seismic loads including the correlations between story shear forces. The distribution was determined based on the results of a modal analysis of uniform shear beam. Using this seismic load distribution, a method was devised to predict a collapse mechnism that could form with the greatest probability in a framed structure under earthquake excitations. Moreover, we made the assumption that the above mentioned mechanism formed during catastrophic earthquakes and according to the mechanism plastic deformations continued to glow only in one direction. With these assumptions, the energy absorbing capacity of a framed structure until collapse was obtained analytically. Further, as an application of the results discussed herein, a method to proportion members was shown in order that the material consumption is a minimum and that the framed structure satisfies following two different criteria : first, it behaves elastically during moderate earthquakes; second, the structure does not collapse even under catastrophic earthquakes.

抄録全体を表示

PDF形式でダウンロード (1244K)
鋼構造部材構成板要素相互の弾塑性連成局部座屈挙動の解析法

鈴木敏郎, 金子洋文

原稿種別: 本文
1983 年323 巻 p. 23-31
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_23

ジャーナルフリー

抄録を表示する抄録を非表示にする

In this paper, a geometric and material nonlinear analytical method by the finite element method is presented in order to understand the maximum strength and elasto-plastic postbuckling behavior of plate elements of structural members. And then a simplified numerical method for coupled plate elements is established. The latter method is considered that plate finite element is used for the first buckling plate element and the restraining plate element is replaced with equivalent spring stiffness. In-plane stress distribution is constant because a constant strain and curvature triangular finite element is used in the present method. Therefore the progress of a plastic range has to be investigated only along the depth of the finite element divided into a number of layers. The validity of the present method is examined by the experiment on H-section stub-columns under uni-axial compression. In comparing the method using equivalent spring stiffness with the method using only plate finite element, elastic load-deflection curves are in good agreement, although the difference between them becomes large in the more advanced postbuckling range. As the maximum strength and plastic behavior after it can be understood by pursuing postbuckling behavior in the range of small deflection, it is shown that the method using equivalent spring stiffness is efficient in elasto-plastic problems.

抄録全体を表示

PDF形式でダウンロード (1288K)
ポアソン確率モデルに基づく最大風速の極値分布 : (その 1) 台風に起因する最大風速について

牧野稔, 渡壁守正

原稿種別: 本文
1983 年323 巻 p. 32-41
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_32

ジャーナルフリー

抄録を表示する抄録を非表示にする

The purpose of this paper is to discuss the extreme value distribution of the annual maximum wind speed due to typhoons hitting on the Japanese Islands. An analytical procedure was given under the assumptions of a Poisson's arrival process of typhoons and a distribution of the maximum wind speed. The basic parameters for the calculation such asλandβ, the average annual number and the coefficient of frequencies of typhoons hitting on meshed areas divided by two degrees in both latitude and longitude in and near Japan were estimated from the statistical data during the period from 1949 to 1978. Through the analysis, the following conclusions can be drawn; (1) Analytical distributions agreed fairly with observed ones. (2) The wind risk map for typhoons can be estimated. (3) An analytical procedure proposed in this paper appears to be useful as a probabilistic model to explain the distribution of the annual maximum wind speed.

抄録全体を表示

PDF形式でダウンロード (1142K)
ハイブリッド方式のオンライン地震応答載荷実験法の開発と若干の動的実験第 1 報

金多潔, 西澤英和

原稿種別: 本文
1983 年323 巻 p. 42-49
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_42

ジャーナルフリー

抄録を表示する抄録を非表示にする

The author's group has developed a method of analysis to find nonlinear earthquake response of structures by using an on-line real-time hybrid simulation system composed of an analogue computer, an 8-bit microprocessor, and full-scale steel structural members. Details of the system and the computing method of an equation of motion are described herein. Since the restoring forces of a non-linear structure are actually too complicated to assume the proper mathematical model, it is much more reasonable that the real responses of the structure are computed by using the actual restoring forces than making any assumption of hysteretic force deflecton relations. Therefore, in this system, the restoring forces obtained from the experiment of a real structural member were substituted into the term of the equation of motion. Based on this approach, the non-linear seismic behaviors of single degree-of freedom structural frame subjected to strong motion earthquakes were experimentally simulated by the foregoing system. And were investigated the relations between the non-linear responses and the natural period of the structures, of the intensity of the input accelerations.

抄録全体を表示

PDF形式でダウンロード (1074K)
集合要素による複層屋根型円筒トラスシェルの座屈解析

小河利行, 鈴木敏郎

原稿種別: 本文
1983 年323 巻 p. 50-58
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_50

ジャーナルフリー

抄録を表示する抄録を非表示にする

In this paper, the nonlinear buckling behavior of three-way double-layer cylindrical grids are persued and several characteristic features are shown compared with those of single-layer grids. The concepts of collective truss elements are introduced in formulating the stiffness matrices. The essential feature of the analysis is the separation of relative displacements from the rigid body motion. Validity and accuracy of the analytical method are shown by several examples, and it is clarified that the buckling strength of double-layer grids mainly depends on both the distance of the layers and the stiffness of strut members.

抄録全体を表示

PDF形式でダウンロード (1071K)
定軸力下で任意方向の繰返し水平力を受けるH形鋼柱の弾塑性挙動 : 2 方向水平地震動を受ける H 形鋼柱の弾塑性応答性状第 I 報

高梨晃一, 谷口英武, 田中尚

原稿種別: 本文
1983 年323 巻 p. 59-70
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_59

ジャーナルフリー

抄録を表示する抄録を非表示にする

本報では, 定軸力下(P/P_Y=0.3)で断面2主軸方向の成分を持つ繰り返し水平変位をうける比較的細長比の小さいH形鋼柱(λ_x=32, λ_y=53)の実験を行い, 載荷方向, 載荷履歴が弾塑性挙動に及ぼす影響を検討した。また, 簡略化した数値解析法によりどの程度その挙動を再現できるか検討した。結果を以下にまとめる。1)主軸と一定の角度を持つ方向に繰り返し水平変位が載荷される場合, 強軸曲げ方向の復元力-変位関係は紡錘形を示すが, 弱軸曲げ方向の復元力-変位関係では負こう配が強くあらわれ, 強軸曲げに近い場合には剛塑性メカニズムラインより急な負こう配を示す。2)強軸曲げに近い程, ひずみ硬化による復元力の上昇が期待できるが, 局部座屈の発生による復元力の低下も顕著となり, 弱軸曲げに近い程, 局部座屈発生後の荷重-変位ループの安定性は高い。3)載荷履歴の違いにより両主軸方向の復元力-変位曲線の形状は大きな影響をうける。特に弱軸曲げ方向の復元力-変位関曲線は, 強軸曲げ方向の変位履歴の影響を強くうけ複雑な曲線を示す。しかし, 除荷点での復元力の大きさ, 1サイクルでの履歴吸収エネルギー, 復元力が低下しはじめる時の振幅に関しては, 載荷履歴による違いはあまりない。4)本研究で対象とした程度の細長比, 軸力比の部材では, 捩れ変形を無視し, Tri-linear型のような簡単な応力-ひずみ関係モデルを仮定して簡略化した数値解析法を用いても, 任意方向の水平繰返し力を受けるH形断面鋼柱の弾塑性挙動を追跡でき, 実験結果との対応も良いので, 任意方向の地震動を受けるときの弾塑性応答解析に利用できると考える。

抄録全体を表示

PDF形式でダウンロード (1191K)
高力ボルトを用いたスプリットティ接合部の疲労強度に関する研究 : その 3 接合部のボルトの疲労強度推定法

脇山広三, 平井敬二

原稿種別: 本文
1983 年323 巻 p. 71-77
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_71

ジャーナルフリー

抄録を表示する抄録を非表示にする

An estimation method for fatigue strength of bolt in tee connections is very important as the fundamental data about fatigue design of tee connections. In this paper, the estimation method for fatigue strength of bolt of which bending stress is considered is described. The results of this consideration are followings. (1) Bolt tension versus applied load relationship is estimated by four equations proposed in this paper as bi-linear curve. (2) In high cycle fatigue, the reduction of bolt tension occurs always. The quantity of this reduction has important role in the estimation of fatigue strength and the amount is 7% of the initial clamping force. (3) The method A which considers the bending stress in bolt according to ΔM-ΔF curve is considered. After comparison between estimations and experimental data, it is indicated that this method yields proper estimation of fatigue strength of bolts in tee connections. (4) Considering the results ((1)-(3)), an estimation method B' which yields acurate estimation as the S-N curve is proposed for the fundamental data of fatigue design of tee connections.

抄録全体を表示

PDF形式でダウンロード (834K)
室内相互ふく射を考慮した多数室室温変動

長谷川房雄, 石川善美, 松本博

原稿種別: 本文
1983 年323 巻 p. 78-86
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_78

ジャーナルフリー

抄録を表示する抄録を非表示にする

This paper describes the basic equations for studying the room temperature variation of multi-room and the calculation method using response factors. It is the main point that the basic equations take account of the heat transfer due to the mutual radiation among the indoor surfaces. Also this paper shows the theoretical study with the weighting function. These equations which are introduced using the matrix calculation, show the relation of room temperature, surface temperature, heating load and so on. On the other hand, in this calculation method, the thermal conductance of the thin walls and number of air changes can be modified at each time. In this method, unknown variables are the air temperatures of each room, the inner surface temperatures of each outside wall and the surface temperatures of each inside wall. The outer surface temperatures of outside wall are given by the sol-air temperature method because of reducing the number of variables.

抄録全体を表示

PDF形式でダウンロード (1028K)
住宅居間における壁面色彩の視覚的効果に関する実験的研究

國嶋道子, 山下紀子, 梁瀬度子

原稿種別: 本文
1983 年323 巻 p. 87-93
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_87

ジャーナルフリー

抄録を表示する抄録を非表示にする

色彩の視覚的効果を室内色彩設計に応用することによって快適な雰囲気をつくり出すための基礎的研究として, まず壁面の色彩のみによる視覚的効果を定量化することを試みた。結果を要約すれば, およそ以下のとおりである。1)1/10縮尺模型とそのスライドによる実験結果はほとんど差がなく, 本実験はスライド呈示で行った。SD法による評定の再現性には一応の信頼性がある。2)分散分析の結果, 環境温度により評定の差がみられたのは, <暖かみのある-冷ややかな>・<軽い-重い>・<暑苦しい-寒々とした>・<広々とした-狭苦しい>・<生き生きした-活気のない>であり, ほかの評定項目では差は認められなかった。3)因子分析の結果, 第I因子(Activity)として「楽しさ」因子と「快活さ」因子が, 第II因子(Evaluation)として「気持ちの良さ」因子が, 第III因子(Warmness)として「暖かさ」因子が抽出された。4)数量化理論第I類による分析から, Activityには明度が, Evaluationには彩度が, Warmnessには色相が最も強く影響している。高明度ほど楽しく快活に, やや気持ち良く, 冷ややかになり, 彩度が高くなるほど快活さに欠け, 気持ちの良さが低下し, 暖かくなる。各評定項目・因子における色彩の各属性の影響量が明らかになり, 刺激として使用しなかった種々の色彩についてその視覚的効果を予測するうえで有効な資料となりうる。

抄録全体を表示

PDF形式でダウンロード (936K)
構法の成立条件に関する研究 : その 2 風土と構法

若山滋

原稿種別: 本文
1983 年323 巻 p. 94-98
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_94

ジャーナルフリー

抄録を表示する抄録を非表示にする

In this report, I projected the maps of climatic regions and vegetation on the map of building system which reported in former report, and obserbed the relation between climate and building system, which are briefed as follows ○building system is more related to humidity than to temperature. ○climate does not effect building system only by environmental condition but also by productive condition. ○building system depends on material circumstance and its performance.

抄録全体を表示

PDF形式でダウンロード (726K)
郊外地土地区画整理における土地利用転換過程に関する研究 : その 1 土地利用推移の実態からみた土地利用転換過程

波多野憲男

原稿種別: 本文
1983 年323 巻 p. 99-108
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_99

ジャーナルフリー

抄録を表示する抄録を非表示にする

It is the purpose of my study to reconsider the land readjustment works as method of urban development in urban fringe area. In this paper, I considered the relation between urban land use and agricultural land use about the land use changing process in land readjustment area and gave a definition of land use changing process in land readjustment area. The summary of actual situation is as follows : 1) The built-up process takes too many years on replotting lots. 2) The agricculural land use continues over a long period of time after the land readjustment works.

抄録全体を表示

PDF形式でダウンロード (1350K)
大阪市都心周辺部の工場転出跡地におけるマンション立地について : 大阪都市圏における民間分譲マンションに関する研究 (II)

安田孝

原稿種別: 本文
1983 年323 巻 p. 109-115
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_109

ジャーナルフリー

抄録を表示する抄録を非表示にする

大淀区, 城東区を事例とする以上の分析によって, 大阪市内の都心近接区部と縁辺区部における住宅市街地化の動向が明らかにされた。それを民間中高層集合住宅, 特に民間分譲マンションの立地動向に視点をあててまとめると, 以下のようになる。(1)民間中高層集合住宅の立地件数は, 現状では賃貸マンションが圧倒的に多い (件数比率で分譲1, 賃貸5)。(2)工場転出跡地における土地利用としては, 都心近接区部のほうが民間分譲・賃貸マンション化の件数比率が高い。縁辺区部では戸建分譲住宅地化や駐車場化の件数比率が高く, 民間分譲・賃貸マンション化の件数比率は相対的に低い。(3)都心近接区部では, 工場跡地のオフィスビル化や住居・店舗化 (細分化) の件数比率も高い。(4)縁辺区部における民間分譲・賃貸マンション立地は, 空地・未利用地における件数比率が高い。(5)全体的には, 工場跡地や空地・未利用地での民間分譲・賃貸マンション立地の戸数規模は比較的大きい。このような結果から, 土地利用の変化として, 相対的に地代支払い能力の低い工業的土地利用から, より地代支払い能力の高い住宅あるいは商業的土地利用への転換と, より一層の高密度利用が進行しつつあることが明らかになる。そして, このような傾向から判断すると, 小規模敷地における民間分譲マンションの立地がさらに進行することが予想されるのである。従って, 都市全体の居住環境水準を高めるためには, 単なる住戸数の増加のみでなく, 街区や地区としてのオープンスペースや歩道などの都市施設の計画的整備が不可欠である。こうして, 都市内住宅地全体の居住環境水準を高めることが, 長期的に良好な住宅ストックの増加に結びつくものとなる。

抄録全体を表示

PDF形式でダウンロード (1026K)
アルベルティの建築設計形式 : 建築構成理論 (1)

相川浩

原稿種別: 本文
1983 年323 巻 p. 116-124
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_116

ジャーナルフリー

抄録を表示する抄録を非表示にする

Architectural constitution may be an organization of all factors in design, I think so and in this report I'll make the subject the formal method of this organization. Alberti's distinctive quality on the method of design are concluded in following 5 points. 1) It is suggested that the design of a whole architecture has to be decided completely before the start of construction. 2) A whole architecture is constituted by many parts. And each part is required, criticized and observed as each existing matter, in judgement of use, strength and beauty. 3) The constitution of these parts relats to following three methods. a) Old Roman systems of construction and "order", to utilize them in real architecture. b) Proportion and number, to fix harmonious form. c) Site and position, to be right and proper part. In general, results of these three methods are only local, not whole. 4) Contour lines of these parts (2) or outcome of local constitution of parts (3), which may be mutually independent, are visually connected and harmonized in an elevation (lineamentum), and finally are examined in a model. It is a new method that a process of harmonizing elevation is required in the complete design. 5) But next important process remains in freedom of architect. So that "What part? How many? etc.", these creative imageries on a whole architecture aren't said in his theory. As a theory, he says only a local method, and the character of expression as a whole.

抄録全体を表示

PDF形式でダウンロード (1352K)
寝殿造の典型像とその成立をめぐって (下)

川本重雄

原稿種別: 本文
1983 年323 巻 p. 125-133
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_125

ジャーナルフリー

抄録を表示する抄録を非表示にする

Contents : Chap. 2. The Relation between the Typical "Shinden" Style Residence and the Ceremonies Held by the Aristocracy. 1. The Ceremonial Spaces in Tosanjoden. 2. The Ceremonial Spaces in other Popular "Shinden" Style Residences. 3. The Relationship between the Typical "Shinden" Style Residence and Ceremonial Space. Chap. 3. The Typical "Shinden" Style Residence Reached Full Development during the Lifetime of Fujiwara Michinaga. 1. Separation of Public and Private Areas in "Shinden" Style Residences. 2. The Transformation of Ceremonial Space in the Tainoya during Michinaga's Ascendancy. 3. Tsuchimikado-Kyogokuden of Michinaga. Conclusion.

抄録全体を表示

PDF形式でダウンロード (1373K)
南西諸島と九州南部の二棟造 : 二棟造民家と八幡造 (上)

太田静六

原稿種別: 本文
1983 年323 巻 p. 134-141
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_134

ジャーナルフリー

抄録を表示する抄録を非表示にする

I studied about all style of the ranged country house, "Futamunezukuri" at the Loochoo Island and southern Kyushu.

抄録全体を表示

PDF形式でダウンロード (1148K)
住宅『演慶堂』の形態分析 : 建築形態の重層的展開についての研究その 1

金光鉉

原稿種別: 本文
1983 年323 巻 p. 142-149
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_142

ジャーナルフリー

抄録を表示する抄録を非表示にする

The villa Yeonkyoung-dang (1828) in the Changdeok-gung detached palace of the Yi dynasty is an example of autonomous order found in the irregular layouts and facades of Korean architecture relating to axial composition. It shows visual articulation and overlapping on the corners or outlines of its facades from specific viewpoints on the line of movement. This determines the progressive layering of similar scenes on the "axis of scenes". Each scene which is visually cut off has a biased center to the right and a sense of direction to the left. Each is composed to be read with an overall similarity. The notion of layering, in this sense, refers not only to a single "proscenium" from the fixed viewpoint or its repetition by the physical movement along an axis, but also to the arrangement and relationship of elements. The villa's layout is logical and legible in that the signification of the layering of scenes is described on the front facade as well as on successive rows by; 1) the symmetrization of the front by adding the broken surfaces of deeper planes, 2) the connotative division and the separation by the wooden walls in the asymmetrical facade, 3) the divisional repetition of the front facade on the next successive row, 4) the simultaneous realization of the rear and the sequential identity to the front, 5) the visual blocking by the oblique building to the right and the gate to the left to emphasize the horizontal continuity to the left. These variable meanings of superimposition are classified into interceptive, referential, repetitive, compositive, identifiable, and framed or eliminated categories. The layering of superimposed scenes can be conceptualized with Wolfflin's recession concept of "covered and cut across forms", Paul Frankl's visible form of "one image-many images" polarity, and especially Colin Rowe's "phenomenal transparency" as an inberent quality of organization.

抄録全体を表示

PDF形式でダウンロード (1654K)
区画火災の数学モデルとフラッシュオーバーの物理的機構 : その 3 区画火災における熱的不安定性の物理化学的機構

長谷見雄二

原稿種別: 本文
1983 年323 巻 p. 150-156
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_150

ジャーナルフリー

抄録を表示する抄録を非表示にする

One approach to predict physical or chemical processes promorting flashover is shown. This is based on the characterization of flashover as a thermally unstable phase in transient compartment fires (studied in the 2nd report, Transactions of AIJ, #311, 1982). The processes promoting flashover are defined as those which can lead to the appearance of thermal instability. The discriminants and some practical indices to investigate these processes are derived. A few typical examples of the functions promoting thermal instability and the processes corresponding to these are also studied.

抄録全体を表示

PDF形式でダウンロード (872K)
SI 単位の換算率表

原稿種別: 付録等
1983 年323 巻 p. App1-
発行日: 1983/01/30
公開日: 2017/08/22

DOIhttps://doi.org/10.3130/aijsaxx.323.0_App1

ジャーナルフリー

PDF形式でダウンロード (44K)

J-STAGEへの登録はこちら（無料）