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  • 下井 守
    化学と教育
    2005年 53 巻 6 号 354-
    発行日: 2005/06/20
    公開日: 2017/07/11
    解説誌・一般情報誌 フリー
    本誌52巻6号に毎日新聞社主催「21世紀を幸せにする科学作文」を"編集長のオススメ"として掲載した。その際に,審査にかかわっている
    横山裕
    道先生の文章と間々田和彦先生の文章を掲げた。協和発酵の創立50周年記念事業として企画されたこのコンクールは,1999年から始まり,今年第7回目を迎える。第6回までの中学生・高校生の部の最優秀賞受賞作品26編を中心に選考委員および科学教育の現場に携わる科学者,教育者等から寄せられたメッセージが「科学するまなざし」という本になってまとまり,一般に市販されているので,書評を兼ねて,この作文コンクールを紹介したい。
  • 山下 脩二
    地理学評論 Series A
    2013年 86 巻 3 号 303-304
    発行日: 2013/05/01
    公開日: 2017/12/05
    ジャーナル フリー
  • 横井 健, 藤井 佑太朗, 横山 裕, 福田 眞太郎
    日本建築学会構造系論文集
    2018年 83 巻 747 号 659-667
    発行日: 2018年
    公開日: 2018/05/30
    ジャーナル フリー
     Finishing materials which are bonded to wet slabs peel off at a high probability (reference to Photo 1). We are researching to propose the moisture management index of slab surface. In this paper, targeting at resilient floor coverings as a basic stage, the relation among bond strength and water content of slab surface was quantitatively examined. While drying specimens those were modeled on concrete slabs, floor covering materials were adhered on specimens (reference to Fig 1). Then, water content of slab and bond strength of covering were measured.
     Concrete was very generally used one on construction sites, 27 N/mm2 in compressive strength and 18 cm in slump value (reference to Table 1). Surface finishing work was typical condition of construction sites, once of wood trowel and twice of steel trowel. Special curing was not done, and specimens were dried in the air naturally (reference to Table 2).
     Water content was measured using a high-frequency capacitance moisture meter (reference to Photo 2). Floor coverings were adhered according to timing that the moisture meter reading becomes 9.0, 7.0, 5.5, 4.5 or 3.5.
     Two kinds of floor coverings were used, a vinyl chloride tile and a vinyl chloride sheet. Bond strength is grasped by ‘tensile strength’ (reference to Photo 3) and ‘90 degrees peel strength’ regulated JIS A 5536 (Adhesives for resilient, textile and laminate floor coverings). The original method of 90 degrees peel strength could not apply to an actual slab, therefore we made ourselves the device that was able to be measured equal bond strength at them (reference to Fig 2).
     Finally, bond strength of coverings and water content of slabs were compared (reference to Fig 4 and 6). Bond strength has decreased by growing of water content. However, at a certain sort of adhesive, bond strength has rather decreased in the very dry specimen. This result suggests the possibility that each adhesive has an optimal value in water content of slab.
     It is also turned out that, even though surface water contents were the same, there was a difference in bond strength by internal water contents. Also there was a difference between two kind of measurement method. They are very important suggestions.
     Moisture meter reading measured immediately before construction of the floor covering is insufficient as the moisture management index. We will have to examine to combine the change speed of the moisture meter reading or some other measurement method of water content with it.
     We also should do a deeper examination about the bond strength. To set the adaptable method of evaluating bond strength, several physical properties by different force application method should be selected and be combined appropriately. From Photo 1, force besides tension which can be measured by ‘tensile strength’ or ‘90 degrees peel strength’ are obviously applied to coverings in some situations. We will have to set measurement method of other physical properties, and examine the relation between their physical properties and actual force of detachment situations.
  • 横山 裕, イ ジョング, 横井 健, 中島 将弘, 福田 眞太郎
    日本建築学会構造系論文集
    2016年 81 巻 719 号 1-8
    発行日: 2016年
    公開日: 2016/01/30
    ジャーナル フリー
     As one of the important points on the evaluation of flatness of the floor, the evaluation by viewpoint of visual comfort can be enumerated. In this study, the relation between the evaluation of the flatness of floor and the flatness of the concrete groundwork was examined in the viewpoint of visual comfort. Through this examination, the process and results that suggested an specific example of “Construction management index” for setting up an targeted flatness, when concrete groundwork is constructed in accordance with required performance, was reported. In this study, the establishment of flame that is able to reasonably set up a labor force, which concrete finishing work was put into in accordance with required performance, was conducted as final objective.
     As a result of the evaluation of flatness of floor by viewpoint of visual comfort, it was found that general prediction of flatness of each finishing materials was possible by usage of maximum gap of concrete groundwork which is measured by 2 m straightedge method.
  • 横山 裕, 黒田 瑛一, 福田 眞太郎
    日本建築学会環境系論文集
    2015年 80 巻 712 号 509-518
    発行日: 2015年
    公開日: 2015/07/11
    ジャーナル フリー
     Vibrations induced by multiple consecutive human footfalls on high stiffness long-span timber floor were measured and examine several performance values, the relationship between the measurements and human sensory evaluation. An experimental floor was built, on which the sensory tests were performed. It was revealed that walking vibrations induced by relatively high stiffness floors are different from relatively low stiffness floors from the point of view of strength and property. On the relatively high stiffness floors, it was inferred that walking vibration is felt as rather a consecutive long vibration at the natural frequency than stack of footfalls of each step.
  • 横山 裕, 中島 将弘, 横井 健, 福田 眞太郎
    日本建築学会構造系論文集
    2017年 82 巻 731 号 23-32
    発行日: 2017年
    公開日: 2017/01/30
    ジャーナル フリー
     Surface qualities of concrete ground works influence performance of floors mightily. The flatness is one of the qualities which are required to concrete ground works. Flatness of concrete ground works reflects the flatness of floor finishing. In particular, this tendency is prominently in coating floors and sheeting floors which are carried out by putting finishing materials on the concrete ground works directly.
     The purpose of this study is presentation of an evaluation method about the flatness of concrete ground works from a viewpoint of feeling by foot touch while stepping. In addition, we present construction management index for establishing target values of the flatness depending on requirement qualities while constructing concrete ground works.
     Method of this study is following.
     1) Some sample floors simulating real concrete ground works are constructed to make real flatness.
     2) Sensory tests about feeling by foot touch are carried out using the samples. Psychological scales about the flatness are constructed base on results of the tests.
     3) Flatness of the samples is measured.
     4) Performance value corresponding to the scales is established by considering relationships between the results of 2) and 3). And the evaluation method based on the performance value was presented.
     5) The performance value is calculated from many results of flatness of concrete ground works which the authors have.
     From these results, management value is also calculated which is used to manage the flatness in construction sites.
     Finally, we present construction management index by considering relationships between the performance value and the management value.
     Conclusion of this study by above method is following.
     1) Asperity on front-back direction and slope on crosswise direction in the area of touching sole are quite influence evaluation of the flatness. The degrees of influence of asperity and slope are variable by actions, hardness of sole and deformation properties of finishing materials.
     2) The performance value corresponding to the psychological scales was established from the asperity and slope measured by using straight edge. In addition, the method of collating the performance value to the relationship diagrams was presented as the evaluation method about the flatness.
     3) The performance value established by this study and the management value established by Japan Research Conference of Floor Construction Technology were calculated from much data of concrete ground works. Finally, the construction management index was presented by replacing the performance value to the management value based on the relationships between each other.
  • 横山 裕, 横井 健, 福田 眞太郎, 端 直人, イ ジョング
    日本建築学会技術報告集
    2013年 19 巻 41 号 1-6
    発行日: 2013/02/20
    公開日: 2013/02/20
    ジャーナル フリー
    Buildings should be constructed under suitable execution circumstances according to users’ requirement quality. From this concept, actual construction experiment of concrete slab was carried out. When quality grades of flatness were shown, the finishing worker replied execution circumstances to achieve them. Most of differences were ways of screeding. After approving by the construct superviser, slabs were constructed under these circumstances. Then they almost became slabs of demanded quality. But when the high quality was required, the grade was not achieved partly.
  • 松下 仁士, 長沼 俊介, 井上 竜太, 横山 裕
    日本建築学会環境系論文集
    2016年 81 巻 720 号 153-162
    発行日: 2016年
    公開日: 2016/02/28
    ジャーナル フリー
     Floor vibration is an important factor in living conditions. Characteristics of these vibrations are varied by properties of excitation sources. Moreover, building occupants feel and evaluate various vibrations comprehensively. However, research on a comprehensive evaluation method for various vibrations has not been performed considerably. In this research, three categories were selected for environmental vibrations commonly occurring on a floor: “continuous vibrations, ” “walking vibrations, ” and “traffic vibrations.” 22 various vibration waveforms were selected from the categories, and we developed sensory evaluation tests for the vibration waveforms. Then, we searched for performance values that are relative to a human’s vibratory senses, and established a new value: “VLT(25ms, 60dB)=VLmax(25ms)+20log10(T1/4).” “VLmax(25ms)” is the maximum value of vibration levels (time const.=25ms) and “T” is the duration of vibration level over 60dB.
  • 横井 健, 伊原 純一, 横山 裕
    日本建築学会構造系論文集
    2014年 79 巻 697 号 349-355
    発行日: 2014/03/30
    公開日: 2014/07/10
    ジャーナル フリー
    The water absorbency of the concrete slab surface is a big factor for defective adhesion of several finishing materials. We will propose "wet filter paper method", a handy method for measuring the water absorbency.
    In this method, a filter paper that is wet in advance with a fixed amount of water is contacted closely with the slab surface. Then, the decrease in wet paper mass is obtained. Initial amount of water, duration of the measurement, and some other conditions were defined experimentally, and accuracy was also verified. In addition, it was clarified that the filter mass reduction corresponds to the water penetration depth.
  • 各種動作時の快適性からみた上足床の変形性状の評価方法 その2
    福田 眞太郎, 横山 裕
    日本建築学会構造系論文集
    2017年 82 巻 735 号 633-641
    発行日: 2017年
    公開日: 2017/05/30
    ジャーナル フリー
     As the prerequisite definition in our research, “no-shoes-floor” is the floors that person takes off his shoes. In Japan, popularly, we live at dwelling houses and elderly facilities without shoes. “No-shoes-floor” life-style can be made a lot of behavior, such as walking, sitting, lying, etc. Therefore, body regions that touch to floor surface, or motions against floor have more complex and more multifarious than western style living. The final goal of our research is the establishment of evaluation methods of floor deformation properties considering comfortableness human behavior. In previous paper, we constructed the psychological scales by the sensory tests about comfortableness of various activities. In these activities, we only focused on an establishment of evaluation method for walking. At the next step, in this paper, we establish an evaluation method of touching body regions under multiple human activities.
     At preliminary experiments, we guess that local deformations on floors have much relation for evaluation of these activities. Under result of preliminary experiments, we need to measure deformation behavior at both of loading point and surrounding areas for establishment of evaluation method.
     At second, as the reference from the mutual relationships of psychological scales in previous paper, we guess that it is not need to replace loading condition of one activity when the deformation behavior is measured. In addition, we guess that it is not need to measure the deformation behavior by dynamic loading condition at each experiment.
     Based on the above reasoning, static loading device was developed by altering dynamic discrimination device which is for evaluation method for walking in previous paper. We measured deformation behavior at loading point and surrounding areas, and examined relationships between the deformation and psychological scales. As a result, DC shown below was established as performance value which is corresponding to psychological scales.
     DC = 40D0 - 40D40
     40D0: amount of deformation at the loading point while loading 40kgf
     40D40: amount of deformation at 40mm distance from the loading point while loading 40kgf
     Finally, we established following method as evaluation method of deformation properties of no-shoes-floor for activities touching body regions except soles with floors.
     1) The deformation behavior is measured by using static loading device.
     2) DC is calculated from the measurement result.
     3) DC is collated with the relationship figures between DC and psychological scales in this paper.
     In summary, the evaluation methods of no-shoes-floor deformation properties which human behave various activities on are following.
     1) The performance values are calculated from the measurement result of deformation behavior by using dynamic discrimination device as shown in previous paper.
     2) DC as the performance value is calculated from the measurement result of deformation behavior by using static loading device as shown in this paper.
     3) The above performance values are collated with the evaluation indices shown in these papers.
  • 横山 裕, 横井 健
    日本建築学会構造系論文集
    2001年 66 巻 541 号 73-78
    発行日: 2001/03/30
    公開日: 2017/02/04
    ジャーナル フリー
    The irregularity of tiles is recognized by the joint width variation, and the luminance contrast and the shadow occurred by the unevenness . We investigated about the unevenness, in addition to the joint width variation in previous reports. Then, we measured positions, luminance, and shadow size of tiles of sample walls, examined relations with the psychological scale relating to the irregularity, and got basic quantitative values of the factor of the joint width variation 'Wj', the luminance contrast 'Lc' and the shadow effect 'Se'. Finally, by compounding them, we established 'CI as the quantitative value corresponding to the conspicuousness of irregularity.
  • 各種動作時の快適性からみた上足床の変形性状の評価方法 その1
    福田 眞太郎, 横山 裕
    日本建築学会構造系論文集
    2016年 81 巻 726 号 1177-1186
    発行日: 2016年
    公開日: 2016/08/30
    ジャーナル フリー
     “No-shoes-floor” mean the floors that person takes off his shoes in the popular Japanese houses or elderly facilities, we define it in our research. Due to behavior (walking, sitting, lying, etc.) of person on no-shoes-floor, body regions that touch to surface of floors or motions at each body regions are more multifarious than western style living. The final goal of our research is the establishment of evaluation methods of floor deformation properties considering comfortableness human behavior. We focused on human walking and examined evaluation methods of comfortableness for walking as the first step of our research.
     The final goal of our research is the establishment of evaluation methods of floor deformation properties considering comfortableness human behavior. We focused on human walking and examined evaluation methods of comfortableness for walking as the first step of our research.
     At the First, we selected typical 26 floors that have variety of deformation properties that are defined by our research. Using these floors, sensory tests had been carried out about comfortableness during various motions on the non-footwear floors, and psychological scales had been constructed using the test results. Then, the following 2 results were found due to examination of mutual relationships of the scales.
     1) From a viewpoint of the evaluation about the comfortableness, the motions on no-shoes-floor are classified into 2 types. One is walking which only sole is in contact the floor surface during, and the other is various motions except walking.
     2) The feelings of comfortableness about the various motions except walking are alike. Then, if a performance value corresponding to the psychological scale about a motion is set, this can also evaluate the comfortableness during the others various motions except walking.
     At the Next, we execute evaluation method of floor hardness and dynamic discrimination method those typical evaluation method for human comfortableness. However these previous methods are complicated. So we tried to define the evaluation method which is more simple and appropriate than the previous method. In addition, the new method is able to measure the more detailed data. We call it as “evaluation method of floor deformation properties” (for walking).
     The evaluation method of floor deformation properties are constructed from the following 2 factors. These factors are measured by our developed machine that can reproduce loading condition of simulated walking action.
     T’ : performance value intends floor hardness
     D : performance value intends degree of decline of evaluation by titubation on floors
     And, it was found that Y1Y3 as the performance values calculated from compounding these 2 values are able to correspond to the psychological scales about the comfortableness for walking on the floors. Then, we presented the evaluation method for walking; the method is measuring Y1Y3 by using device which can reproduce loading condition of simulated walking action, and applying to relationship diagram between the performance values and psychological scales.
     The evaluation methods for the other actions will develop in next paper.
  • 藤井 佑太朗, 横井 健, 福田 眞太郎, 横山 裕
    日本建築学会構造系論文集
    2020年 85 巻 773 号 845-855
    発行日: 2020年
    公開日: 2020/07/30
    ジャーナル フリー

     Finishing materials bonded to the wet slab peel off at high probability. We are researching in order to propose the moisture management index of slab surface. We are continuing to research the relationship between the joint tenting of the floor covering and moisture content of the slab. As a result of our series of research, It was revealed that the moisture vapor emission corresponds well with the coefficient of thermal expansion of adherend. In other words, it shown that it is not the moisture content in the slab but the moisture vapor emission from slab that directly affects for joint tenting. However, there are few studies focusing on the moisture vapor emission. In order to accumulate knowledge, we examined the influence of finishing conditions and curing conditions on the moisture vapor emission. Also we examined the relationship between the coefficient of thermal expansion of adherend and moisture vapor emission.

     We made some specimens that are different finishing conditions and curing conditions (reference Fig. 2). Specifically, one type of concrete used on site (reference Table 1), three finishing conditions (reference Table 2), and three curing conditions (reference Table 3).

     The method of using the humidity test paper was adopted as the method of grasping the moisture vapor emission adopted. In this method, a test paper that changes color in response to moisture is attached to a concrete surface. Then the moisture vapor emission is measured. In this study, a color reader was used as the method of color measurement to determine the color sample value as the moisture vapor emission

     As a result, it was found that the curing conditions greatly affect the moisture vapor emission. Also It was found that even when the moisture meter readings were same, the moisture vapor emission was smaller in the specimens that had been cured. (reference Fig. 4, 5, 6, 7, 8)

     Finally, the relationship between the coefficient of thermal expansion of adherend of the floor covering, the moisture vapor emission and the moisture meter reading was examined. As a result, it was reconfirmed that it is appropriate to control the moisture content during construction floor covering with moisture vapor emission because the moisture vapor emission has a good correspondence with the coefficient of thermal expansion of adherend. (reference Fig. 9, 10)

  • 横山 裕
    騒音制御
    2003年 27 巻 3 号 202-209
    発行日: 2003/06/01
    公開日: 2009/10/06
    ジャーナル フリー
  • 横山 裕, 横井 健
    日本建築学会構造系論文集
    2001年 66 巻 547 号 23-29
    発行日: 2001/09/30
    公開日: 2017/02/04
    ジャーナル フリー
    We tried to establish the quantitative value of tiled walls' accuracy of finishing by using CI, which is the quantitative value corresponding to the conspicuousness of the irregularity of a tile. Human perception on tiled walls' accuracy is influenced by not only a tile whose CI is biggest of the wall but also other tiles whose CI are rather big. So, we prescribed the measuring area according to the visual field, and measured CI of each tile from there. By weighting and adding them in big order, we established 'AF' as the quantitative value of tiled walls' accuracy of finishing.
  • 横山 裕, 松下 仁士, 横井 健
    日本建築学会構造系論文集
    2010年 75 巻 647 号 41-47
    発行日: 2010/01/30
    公開日: 2010/04/02
    ジャーナル フリー
    Experiments to measure durability of resin floor coatings against caster-load and thermal-shock were done. Then, in several specimens, resin floor coatings were separated from slabs by loads. At that time, slab surfaces seemed to be broken. And, resin floor coatings were easily separated when surface strength of slab were low.
    Finally the relation between the amount of loads until separation and surface strength of slab was quantitatively shown. This relation is regarded as one kind of barometers of slab surface quality, which is necessary to construct floors corresponding to quality required from users.
  • 藤井 佑太朗, 髙山 博樹, 福田 眞太郎, 横山 裕
    日本建築学会構造系論文集
    2021年 86 巻 781 号 361-370
    発行日: 2021年
    公開日: 2021/03/30
    ジャーナル フリー

     Resin floor coating is used for the floors such as logistics facilities and production facilities. Those floors could be subjected to great complicated load by guided vehicles. Due to the load, the cases are reported that the problems with the floors occur. It is expected that durability against dynamic load of Resin floor coating is strongly affected by surface layer quality. Therefore, it is very important to secure surface layer quality. However, there are few cases that the relationship between durability against dynamic load of Resin floor coating and surface layer quality is considered. So, there is a lack of knowledge to avoid the problems in advance.

     Thus, in this study, the relationship between durability against dynamic load of Resin floor coating and surface layer quality is considered. The targeted dynamic load is the load applied when the casters of such as guided vehicles are carve. In addition, the effects of polisher and the process for finishing work and curing among the process for constructing slab are considered.

     Some various Concrete specimens are prepared. (Reference Fig. 1) The preparing conditions are showed in Table 1, 2. Especially, by varying finishing work conditions like Table 3, the specimens with various surface layer qualities are prepared. The concrete specimens are measured three kinds of surface layer quality. Those are surface intensity, moisture vapor emission, surface roughness. Table 4 shows the grades of surface intensity. Also, measurement of Tensile adhesive strength of slab and Resin floor coating was done.

     Twist load tester developed in this study was used for the durability against dynamic load test. This tester can reproduce the load applied when the casters of such as guided vehicles are carve. In order to reproduce real load, 5000N and 10000N load were chosen in the test. (Reference Fig. 2, Photo 1)

     The results are as follows: First, Fig. 3 shows the measurement results of surface intensity, moisture vapor emission. The result that the more finishing work conditions are improved, the more surface intensity increase, and the more moisture vapor emission decrease was obtained. It is also proved that surface intensity and moisture vapor emission have good correspondence with each other. (Reference Fig. 4)

     Secondly, the relationship of surface intensity between before and after polish is considered. The result shows surface intensity of polished specimens gets larger than before polish. (Reference Fig. 5)

     Finally, the relationship between surface layer quality and durability against dynamic is considered. As a result, it is proved that in addition to preparation of slab by the process shown in this study, securement of appropriate surface intensity could decrease the possibility of primary problems. (Reference Fig. 9, 10)

  • 横山 裕, 松原 道彦
    日本建築学会構造系論文集
    1997年 62 巻 491 号 15-21
    発行日: 1997/01/30
    公開日: 2017/02/02
    ジャーナル フリー
    The visual perceptiveness of irregularity of a tile on tiled walls was influenced by the extent of irregularity and the species of tiled walls. In the former report, we presented the quantitative value(Rmax) corresponding to the magnitude of human sense on irregularity. In this paper, based on the relationship between Rmax, the species of tiled walls and the psychological scale relating to visual perceptiveness, we established another quantitative value(AI) which indicated the visual perceptiveness of irregularity. AI consisted of Rmax, the length of the tile, the width of the joint and the luminance of the tile and joint.
  • 横山 裕, 松長 健一郎
    日本建築学会構造系論文集
    1999年 64 巻 519 号 13-20
    発行日: 1999/05/30
    公開日: 2017/02/03
    ジャーナル フリー
    The excitation apparatus simulating the load applied by human tripping, and the computation method of vibration damping time, were established in this paper. First, it was made clear that the most excitative motion in office rooms was tripping at the speed of one-point-five times the height per second. Next, the apparatus for tripping at this speed was established by changing the specification of the apparatus for walking. Finally, using twenty-four sample floors of various vibration characteristics, the appropriateness of the apparatus was verified, and the computation method was established from the relationship of the vibration by tripping and the apparatus.
  • 福田 眞太郎, 濱田 英明, 横山 裕
    日本建築学会構造系論文集
    2017年 82 巻 742 号 1845-1852
    発行日: 2017年
    公開日: 2017/12/30
    ジャーナル フリー
     Floors in residential buildings require performance assessment with respect to daily safety and comfortableness. This is especially important for floors in Japanese houses which are used without shoes, retirement facilities and rehabilitation facilities. For these aforementioned floors, the following performances are required:
     ·Floor stiffness during walking
     ·Titubation during walking
     ·Floor stiffness during activities where soles are not in contact with no-shoe-floors such as sitting and lying down
     ·Floor stiffness during collision when a subject falls down
      The following performances are standard for no-shoes-floors:
     ·Lightweight floor impact sound insulation property
     ·Walking floor impact sound insulation property
     In addition, with the aging society in Japan, the runnability of castor or a wheelchair is also becoming an important performance requirement.
     These performances are influenced by the deformation characteristics of the floor in the vertical direction. However, the degree of influence is not clear as it varies depending on the material of the floor and the construction methods. This needs to be quantified in order to appropriately specify floor coverings for new buildings.
     This research focused on identifying the extent of influence of certain floor materials and construction methods on the performance of floors. In addition, an investigation of the relationship between various performances and deformation characteristics was performed. The scope of the research involves floor coverings on concrete groundwork commonly used in Japanese residences including wooden floor, tatami mat, PVC sheeting and tiles and carpet.
     The methodology of investigation involved two stages. Firstly, 63 floor coverings with varying deformation characteristics were selected and sample floors were made by gluing these onto a rigid concrete groundwork. The performance value of each sample was compared to the evaluation of building users which was measured via methods including those established in past research and specified in the Japan Industrial Standards. The second stage involved the development of a device which can measure deformation characteristics via static loading. This device was used to measure the deformation characteristics of the samples and thus, relationships between these results and performance values were evaluated.
     In summary, it was found that the deformation of a specific point within a particular load region on the floor covering influences the performance of the floor in regards to daily safety and comfortableness. The relationship between various floor performances and the deformation characteristics of each floor covering was quantified. The results of this research can be effectively used by developers to appropriately specify floors which satisfy a range of floor performances.
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