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1. 发明专利

JP2005049192A Prediction method for neutralization depth of concrete structure 有权
标题翻译：混凝土结构中性化预测方法
公开(公告)号：JP2005049192A
公开(公告)日：2005-02-24
申请号：JP2003280841
申请日：2003-07-28
申请人： Okumura Corp , Penta Ocean Constr Co Ltd , Tekken Constr Co Ltd , 五洋建設株式会社 , 株式会社奥村組 , 鉄建建設株式会社
发明人： MASUDA YOSHIHIRO , KONO MASANORI , KIBASHI TAKANORI , TAKEUCHI HIROYUKI , OCHIAI RYOTA , KARASAWA TOMOYUKI
IPC分类号： G01N17/00
摘要： PROBLEM TO BE SOLVED: To provide a prediction method for the neutralization depth of concrete capable of determining simply and accurately the progression degree after several years of the neutralization depth of a concrete structure coated with a sheathing finish coating material. SOLUTION: A chart or a table for showing the relation between a neutralization resistance and a material age of the finish coating material on the concrete structure is produced beforehand. After measuring the finish coating material and the material age of the concrete structure, the neutralization resistance is determined from the measured value by using the chart or the table, and the neutralization depth of the concrete structure is predicted from the determined neutralization resistance by using a fixed expression. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土的中和深度的预测方法，其能够简单准确地确定涂覆有护套涂层材料的混凝土结构的中和深度的几年后的进度。
解决方案：预先生成用于显示混凝土结构上的涂层材料的中和阻力与材料寿命之间关系的图表或表。在测量涂层材料和混凝土结构的材料年龄后，通过使用图表或表格从测量值确定中和阻力，并且通过使用确定的中和阻力来预测混凝土结构的中和深度固定表达。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2006329697A Explosibility testing method for concrete of high strength 有权
标题翻译：高强度混凝土爆破试验方法
公开(公告)号：JP2006329697A
公开(公告)日：2006-12-07
申请号：JP2005150740
申请日：2005-05-24
申请人： Okumura Corp , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 株式会社奥村組
发明人： KIBASHI TAKANORI , KONO MASANORI , TAKEUCHI HIROYUKI , MORI TATSUYA
IPC分类号： G01N25/18
摘要： PROBLEM TO BE SOLVED: To provide an explosibility testing method for concrete of high strength capable of evaluating easily explosibility in a testing object of large actual scale, using a simple testing object.
SOLUTION: This method includes a heating experiment step S102 for imparting a heating temperature history to the small scale testing object 1, a temperature elevation measuring step S104 for measuring a temperature elevation history of the small scale testing object in the heating experiment step, a physical property calculation step S108 for finding a physical property value as to heat transfer of small scale testing object, using an equation as to the heat transfer based on a value of the temperature elevation history in the temperature elevation measuring step, an actual-scale temperature elevation history estimation step S112 for finding a temperature elevation history estimation value in an actual scale dimension of the small scale testing object, by substituting the equation as to the heat transfer with the physical property value found in the physical property calculation step, the dimension of the actual-scale testing object, and a value of the heating temperature history, and an evaluation step S114 for evaluating the explosibility in the actual-scale dimension of the small scale testing object, based on the temperature elevation history estimation value.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有高强度混凝土的爆破性试验方法，该试验方法使用简单的试验对象，能够在大规模的实验规模的试验对象中容易地进行爆炸性评价。解决方案：该方法包括用于将加热温度历史赋予小型测试对象1的加热实验步骤S102，用于测量加热实验步骤中的小规模测试对象的升温历史的温度升高测量步骤S104 物理特性计算步骤S108，用于根据温度升高测量步骤中的温度升高历史的值，使用关于热传递的方程来求出关于小规模测试对象的热传递的物理属性值，规模温度升高历史估计步骤S112，用于通过用物理性能计算步骤中发现的物理特性值代替热传递的方程式来求出小规模测试对象的实际尺度维度中的温度升高历史估计值，实际尺寸测试对象的尺寸和加热温度历史的值，a 以及基于温度升高历史估计值来评价小规模检测对象的实际尺寸的爆炸性的评价步骤S114。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2010066173A Method of estimating unit water quantity in concrete using air meter 有权
标题翻译：在使用空气计的混凝土中估算单位水量的方法
公开(公告)号：JP2010066173A
公开(公告)日：2010-03-25
申请号：JP2008234034
申请日：2008-09-11
申请人： Okumura Corp , 株式会社奥村組
发明人： KIBASHI TAKANORI , UENISHI TAKASHI , KONO MASANORI
IPC分类号： G01N7/00 , B28C7/12 , G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a method of estimating unit water quantity in concrete using an air meter increasing estimation precision of unit water quantity. SOLUTION: By using values of a density in sample concrete (ω/V) obtained by the air meter, an amount of air Air m in the sample concrete, and a unit coarse aggregate amount G m in the sample concrete, and values of a scheduled unit cement amount C 0 in a preparation schedule, a scheduled unit coarse aggregate amount G 0 , and a scheduled air amount Air 0 , a unit water quantity W A in product concrete is estimated from the sample concrete by a formula 5, namely W A =(W m /M m )×[1,000-ä(1-Air m /100)/(1-Air 0 /100)}×(G 0 /ρ g )], according to relationships of a formula 1, C 0 :G 0 =C A :G A , a formula 2, C 0 /(1,000×(1-Air 0 /100))=C A /(1,000×(1-Air A /100)), a formula 3, W A :S A =W m :C m :S m , and a formula 4, Air m =Air A , where ρ g is coarse aggregate density (kg/liter), C A is a unit cement amount (kg/m 3 ) in product concrete, S A is a unit fine aggregate amount (kg/m 3 ) in product concrete, G A is a unit coarse aggregate amount (kg/m 3 ) in the product concrete, Air A is an amount of air (%) in the product concrete, M m is a unit mortar amount (containing amount of mixed air) (liter) in sample concrete, S m is a unit fine aggregate amount (kg/m 3 ) in the sample concrete, and W m is a unit water quantity (kg/m 3 ) in the sample concrete. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种使用增加单位水量的估计精度的空气计量来估计混凝土中的单位水量的方法。
解决方案：通过使用样品混凝土获得的样品混凝土中的密度值（ω/ V），样品混凝土中的空气量 m ，单位粗总量G 样品混凝土中的 m 和制备进度表中排列单位水泥量C 0 的值，调度单位粗总量G 0 ，并且从样品混凝土中通过公式5估计产品混凝土中的单位水量W 0 ，并计划空气量Air 0 ，即W A < / SB> =（W 米 / M 米）×[1000-A（1-空气米 / 100）/（1-空气根据公式1，C 0 的关系，根据公式1的关系， 0 / 100）}×（G 0 /ρ< / SB>：G 0 = C A ：G A ，式2，C 0 /（1,000 ×（1-Air 0 / 100））= C A /（1,000×（1-Air A / 100） 3，W A ：S A = W m ：S m ，公式4，空气 =空气 A ，其中ρ g 是粗骨料密度（kg / lit 呃），C A 是产品混凝土中的单位水泥量（kg / m 3 / SP>），S A 是单位细总量 kg / m 3 / SP>）在产品混凝土中，G A 是产品混凝土中的单位粗骨料量（kg / m 3 / SP>），空气 A 是产品混凝土中的空气量（％），M m 是样品混凝土中的单位砂浆量（含有混合空气量）（升），S ＆lt; SB＆gt; m＆lt; / SB＆gt;是样品混凝土中的单位细集料量（kg / m 3＆lt; SP＆gt;），W m 为单位水量（kg / m 3 ）。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2010032362A Prediction method of neutralization depth of concrete subjected to application of finishing coating material 有权
标题翻译：混凝土中和渗透涂层材料应用的预测方法
公开(公告)号：JP2010032362A
公开(公告)日：2010-02-12
申请号：JP2008194835
申请日：2008-07-29
申请人： Okumura Corp , 株式会社奥村組
发明人： MASUDA YOSHIHIRO , KONO MASANORI , KIBASHI TAKANORI , NAKAMURA YUSUKE
IPC分类号： G01N17/00
摘要： PROBLEM TO BE SOLVED: To provide a prediction method of a neutralization depth of concrete subjected to application of a finishing coating material. SOLUTION: A neutralization resistance value R of the finishing coating material is determined from formula (2), by using a thickness d and a CO 2 diffusion coefficient D f of the finishing coating material acquired from measurement relative to the finishing coating material, and the neutralization depth x is predicted from formula (1), where A is the neutralization speed coefficient of concrete (known), t is material age, and D c is the CO 2 diffusion coefficient of the concrete (known). COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供施加整理涂料的混凝土的中和深度的预测方法。解决方案：通过使用厚度d和CO 2 扩散系数D f 由式（2）确定整理涂层材料的中和电阻值R，根据公式（1）预测中和深度x，其中A是混凝土的中和速度系数（已知），t是材料年龄，D c 是混凝土的CO 2 扩散系数（已知）。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2009113408A Specification value computing method for fine aggregate 有权
标题翻译：精细聚集的规格值计算方法
公开(公告)号：JP2009113408A
公开(公告)日：2009-05-28
申请号：JP2007290796
申请日：2007-11-08
申请人： Okumura Corp , 株式会社奥村組
发明人： UENISHI TAKASHI , KIBASHI TAKANORI , KONO MASANORI
IPC分类号： B28C7/04 , G01N5/00
摘要： PROBLEM TO BE SOLVED: To provide a specification value computing method for fine aggregate that can easily and quantitatively determine and compute a specification value of fine aggregate without making any difference by operators by dispensing with the determining operation of a surface dried state.
SOLUTION: Fine aggregate of the same mass W
0 in a wet state is formed as a first sample and a second sample. The first sample and second sample are respectively submerged in a first liquid and a second liquid of different density ρ
1 , ρ
2 to determine the mass W
s1 of the first sample in the first liquid and the mass W
S2 of the second sample in the second liquid respectively, and the volume V
S , mass W
S , density ρ
s , and a surface water rate H of the fine aggregate in the surface dried state are computed in expressions V
S =(W
S1 -W
S2 )/(ρ
2 -ρ
1 ), W
S =W
S1 +ρ
1 ×V
S , ρ
s =W
S /V
S , and H=W
F /W
S ×100(W
F =W
0 -W
S : a surface water quantity).
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种细骨料的规格值计算方法，可以通过分配表面干燥状态的确定操作，容易且定量地确定和计算细骨料的规格值，而不会由操作者产生任何差异。解决方案：形成处于湿润状态的相同质量W 0 的细骨料作为第一样品和第二样品。将第一样品和第二样品分别浸没在不同密度ρ 1 ，ρ 2 的第一液体和第二液体中以确定质量W SB， SB>第一液体中的第一样品和第二液体中的第二样品的质量W S2 ，体积V ，质量W S ，密度ρ s ，表面干燥状态下的细骨料的表面水率H按表达式V（SB < > S1 -W S2 ）/（ρ 2 -ρ 1 ），W SB = ＆lt; SB＆gt;＆lt; SB＆gt;＆lt; SB＆lt; SB＆gt; S ×W（SBB）= W ~~-W S ：地表水量）。版权所有（C）2009，JPO＆INPIT~~

6. 发明专利

JP2014001550A Slab for connection and construction method thereof 有权
标题翻译：连接用SLAB及其结构方法
公开(公告)号：JP2014001550A
公开(公告)日：2014-01-09
申请号：JP2012137319
申请日：2012-06-18
申请人： Okumura Corp , 株式会社奥村組
发明人： KISHIMOTO TAKESHI , HATTORI KOZO , HIRAMATSU KAZUO , KONO MASANORI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a slab for connection capable of surely and stably connecting an existing building and an earthquake strengthening frame to each other.SOLUTION: In an earthquake strengthening structure in which a strengthening frame 30 comprised of new columns 32 and new beams 33 constructed outside an existing building 20 is integrally connected to the existing building 20, a slab 10 for connection is integrally constructed by concrete with an existing slab 21 on the underside of the existing slab 21 overhanging from an existing beam 23 toward the new beam 33 side between the existing beam 23 and the new beam 33. In the inside of the slab 10 for connection, anchors 41, 42 which project respectively from faces facing each other of the existing beam 23 and the new beam 33 are arranged. A connection member 50 made of a steel pipe 51 to which an upper steel plate 52 and a lower steel plate 53 are fixed is continuously positioned in a through-hole 21a formed in the existing slab 21 and in the slab 10 for connection.
摘要翻译：要解决的问题：提供一种能够可靠地和稳定地将现有建筑物和抗震结构相互连接的连接板。解决方案：在由新列32和新梁组成的加强框架30的抗震结构中现有建筑物20外部构造的结构33一体地连接到现有的建筑物20，用于连接的板坯10由现有的板坯21的下侧上的现有板坯21由现有的梁23向新的梁33突出地与混凝土一体地构成在连接的板坯10的内部，布置有分别从现有梁23和新梁33相对的面突出的锚定件41,42。由固定有上钢板52和下钢板53的钢管51构成的连接部件50连续地位于形成在现有板坯21上的贯通孔21a和连接板坯10中。

7. 发明专利

JP2005125697A METHOD FOR PRODUCING SHELL PCa MEMBER 有权
标题翻译：生产壳PCa成员的方法
公开(公告)号：JP2005125697A
公开(公告)日：2005-05-19
申请号：JP2003365750
申请日：2003-10-27
申请人： Okumura Corp , 株式会社奥村組
发明人： KIBASHI TAKANORI , KONO MASANORI , HOSOYA HIROSHI
IPC分类号： E04C3/34 , B28B23/02
摘要： PROBLEM TO BE SOLVED: To provide a method for producing a shell PCa member which can bear the use of high fluidity concrete in the field and secure desired strength and a desired appearance.
SOLUTION: In the method for producing the shell PCa member 1, an inner form in which the intermediate part of a peripheral hoop streak is arranged to be exposed to the inside of the shell PCa member is set in an outer form forming the shell PCa member. A hollow shell PCa member is manufactured by placing concrete between the outer form and the inner form. A core streak assembled in advance in the hollow shell PCa member is inserted slantingly toward the corner part of the peripheral hoop streak embedded in the hollow shell PCa member. Next, the core streak is rotated on the intermediate part side of the peripheral hoop stream and set at a prescribed position with the peripheral hoop streak. The inner form is formed from a split cylindrical form part and a corner form arranged in a polygonal edge part, and the installation channel of the peripheral hoop streak is formed in the cylindrical form part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在现场承受高流动性混凝土的使用的壳体PCa构件的制造方法，并确保所需的强度和期望的外观。解决方案：在制造壳体PCa构件1的方法中，将外围环形条纹的中间部分布置成暴露于壳体PCa构件的内部的内部形状设置成外部形状，形成壳PCa成员。通过将混凝土放置在外部形式和内部形式之间来制造中空壳体PCa构件。预先组装在中空壳PCa构件中的芯条被倾斜地插入嵌入在中空壳PCa构件中的外围箍条的角部。接下来，芯条在周向环流的中间部分侧旋转，并设置在外围环形条纹的规定位置。内部形式由分割的圆柱形部分和设置在多边形边缘部分中的角形形成，并且周向环形条纹的安装通道形成为圆柱形部分。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004098389A Unit moisture amount control method for fresh concrete 有权
标题翻译：新拌混凝土的单位湿度控制方法
公开(公告)号：JP2004098389A
公开(公告)日：2004-04-02
申请号：JP2002261482
申请日：2002-09-06
申请人： Okumura Corp , 株式会社奥村組
发明人： KIBASHI TAKANORI , UENISHI TAKASHI , KONO MASANORI , TERADA KENICHI , SONOI MAGOFUMI , WAKABAYASHI SHINTARO , YAMAZAKI YUICHI , SHIBAIKE TATSUJI , TAIRA KOKI , KAJIYAMA TAKESHI , SUMI MANABU
IPC分类号： B28C7/00
摘要： PROBLEM TO BE SOLVED: To stabilize the quality of concrete by accurately measuring the water quantity of fresh concrete by an empirical formula approximate to the actual circumstances.
SOLUTION: Fresh concrete is sieved to collect and dry a mortar component and the unit water quantity (W) is calculated from the mass (w
1 ) of the mortar component before drying and the mass (w
2 ) after drying on the basis of the formula to stabilize the quality of the concrete.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：通过接近实际情况的经验公式准确测量新拌混凝土的水量，以稳定混凝土的质量。
解决方案：将新鲜混凝土过筛以收集和干燥砂浆组分，并且从干燥前的砂浆组分的质量（w 1 ）和质量（W）计算单位水量（W） w 2 ）干燥后，根据公式稳定混凝土的质量。版权所有（C）2004，JPO

9. 发明专利

JP2012208042A Method for evaluation of detachment risk of finish tile 有权
标题翻译：评估完成层的风险的方法
公开(公告)号：JP2012208042A
公开(公告)日：2012-10-25
申请号：JP2011074729
申请日：2011-03-30
申请人： Okumura Corp , 株式会社奥村組
发明人： KIBASHI TAKANORI , KONO MASANORI , KAMI HIROKI
IPC分类号： G01N3/00 , G01N3/08 , G01N19/00
摘要： PROBLEM TO BE SOLVED: To provide a method capable of evaluating a detachment risk of finish tile.SOLUTION: In a method for evaluating a detachment risk of finish tile that is attached to a surface of base concrete of a building with an adhesive agent, the detachment risk of finish tile is evaluated through: a step for generating a specimen by using an adhesive agent of the same kind as the adhesive agent to attach a tile of the same kind as the finish tile to one surface of a prismatic concrete test piece made of concrete of the same kind as the base concrete, and for acquiring strain relationship data, which shows a relationship between a strain amount of the concrete test piece and that of the tile, while compressing the concrete test piece from two surfaces that are adjacent to a tile-attached surface and face each other; a step for forcibly detaching the finish tile attached to the surface of base concrete of the building, and for obtaining changes in the strain amount before and after the detachment of the finish tile; and a step for comparing the changes in the strain amount with the strain relationship data.
摘要翻译：要解决的问题：提供一种能够评估抛光砖的剥离风险的方法。解决方案：在用粘合剂附着到建筑物的基础混凝土的表面上的用于评估精加工瓦片的脱离风险的方法中，通过以下步骤来评估精加工瓦片的脱离风险：通过以下步骤产生样品的步骤：使用与粘合剂相同种类的粘合剂，将与精加工砖相同种类的瓦片与基础混凝土相同类型的混凝土制成的棱柱混凝土试件的一个表面附着，并获得应变关系数据，其示出了混凝土试件与瓦片的应变量之间的关系，同时从与瓦片附接表面相邻并且彼此面对的两个表面压缩混凝土试样; 强制拆卸附着在建筑物的基础混凝土表面上的精加工瓦片的步骤，并且用于获得在完成瓦片分离之前和之后的应变量的变化; 以及将应变量的变化与应变关系数据进行比较的步骤。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2005194187A High strength and extra-high strength concrete and high strength and extra-high strength concrete structure 审中-公开
标题翻译：高强度和超强度混凝土和高强度和超高强度混凝土结构
公开(公告)号：JP2005194187A
公开(公告)日：2005-07-21
申请号：JP2005112666
申请日：2005-04-08
申请人： Okumura Corp , 株式会社奥村組
发明人： KIBASHI TAKANORI , KONO MASANORI , UENISHI TAKASHI
IPC分类号： E04B1/94 , C04B16/04 , C04B24/24 , C04B28/02 , C04B111/28 , E04B1/16
CPC分类号： C04B16/04 , C04B2111/28 , C04B2201/50
摘要： PROBLEM TO BE SOLVED: To provide high strength and extra-high strength concrete and high strength and extra-high strength concrete structure which enables explosive fracture suppressing action to be properly secured.
SOLUTION: A latent heat effect development material for decreasing the temperature increase ratio of the high strength and extra-high strength concrete exposed under a high temperature atmosphere with time by the latent heat effect of absorbing heat in the melting and the vaporization by the heating to 450°C is incorporated with the high strength and extra-high strength concrete. As the latent heat effect development material, a high polymer compound having a heat decomposition temperature lower than 450°C is preferably used. An outer shell PCa concrete member constituting a structure such as columns, beams or walls is made from the high strength and extra-high strength concrete. The high strength and extra-high strength concrete structure is formed by placing and filling concrete having strength higher than that of regular concrete in a space formed by the outer shell PCa concrete member and integrating the outer shell PCa concrete member with a surface layer part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供高强度，超高强度的混凝土和高强度，超高强度的混凝土结构，能够适当地确保爆破破坏的抑制作用。解决方案：一种潜热发展材料，用于降低在高温气氛下暴露的高强度和超高强度混凝土的升温比，随着时间的流逝，通过在熔化和蒸发中吸收热量的潜热效应加热至450°C的高强度和超高强度混凝土。作为潜热显影材料，优选使用热分解温度低于450℃的高分子化合物。由高强度和超高强度混凝土制成构成立柱，梁或墙壁结构的外壳PCa混凝土构件。高强度和超高强度混凝土结构是通过在由外壳PCa混凝土构件形成的空间中放置和填充强度高于常规混凝土的混凝土，并将外壳PCa混凝土构件与表面层部分整合而形成的。版权所有（C）2005，JPO＆NCIPI

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