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1. 发明专利

JP2014173236A Construction method for antibacterial concrete floor 有权
标题翻译：抗菌混凝土地板施工方法
公开(公告)号：JP2014173236A
公开(公告)日：2014-09-22
申请号：JP2013044056
申请日：2013-03-06
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , TAKAHASHI YUICHI
IPC分类号： E04F15/12 , A01N25/00 , A01N59/00 , A01N59/16 , A01P3/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an antibacterial concrete floor capable of achieving rationalization of construction by making only a necessary part exert antibacterial performance and excellent in durability.SOLUTION: Before placed concrete 1 is hardened, antibacterial agent slurry 2, in which fine-grained antibacterial agents 3, 3... are dispersed in predetermined quantities in water, is sprayed on a surface of the placed concrete 1. A surface layer part of the placed concrete 1 is impregnated with the antibacterial agents 3, 3... while the surface of the concrete 1, on which the antibacterial agent slurry 2 is sprayed, is leveled. Subsequently, an antibacterial concrete layer 5 containing the antibacterial agents 3, 3... is formed on the surface layer part of a concrete floor 5 by hardening of the placed concrete 1.
摘要翻译：要解决的问题：提供一种抗菌混凝土地板的施工方法，其能够通过仅使必要的部分发挥抗菌性能和耐久性而实现施工合理化。解决方案：在将混凝土1硬化之前，将抗菌剂浆料2，将这些细粒度抗菌剂3,3 ...分散在水中的预定量的喷洒在所述混凝土1的表面上。所述混凝土1的表面层部分浸渍有抗菌剂3,3。在其上喷洒有抗菌剂浆料2的混凝土1的表面被平整化。随后，通过硬化所述混凝土1，在混凝土地板5的表层部分上形成含有抗菌剂3,3 ...的抗菌混凝土层5。

2. 发明专利

JP2011153404A Method for constructing column-beam joint, and column-beam joint structure 有权
标题翻译：构造柱梁接头的方法和柱梁接头结构
公开(公告)号：JP2011153404A
公开(公告)日：2011-08-11
申请号：JP2010013776
申请日：2010-01-26
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , TOSAI HIROYUKI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a column-beam joint, and a column-beam joint structure, which enable construction without long-time occupation of a crane by simplifying anchorage of a beam to a column, and which can surely secure the accuracy of a reinforcement joint and that of precast members. SOLUTION: In this method for constructing the column-beam joint, the column of reinforced concrete construction and the beam B of the precast member are joined to a column joint which is provided on a column side, and a beam joint which is provided on a beam side; a rod-like placing lock member 32 is provided in advance on the beam side in such a manner as to protrude from the beam joint 31; and a retainer member 21 is provided in advance on the column side in such a manner as to protrude from the column joint 11. When the beam B is installed between the columns, the placing lock member 32 of the beam joint 31 is placed on and locked to the retainer member 21 of the column joint 11. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于构造柱梁接头和柱梁接头结构的方法，其能够通过简化梁对梁的锚固而能够在长时间不占用起重机的情况下进行施工，以及这可以确保加固接头和预制构件的精度。
解决方案：在这种构造柱梁接头的方法中，钢筋混凝土构造柱和预制构件的梁B连接到设置在柱侧的柱接头和梁接头，提供在梁侧; 预先在梁侧以从梁接头31突出的方式设置杆状的放置锁定构件32; 并且预先在柱侧上设置保持构件21，以从柱接头11突出的方式设置。当梁B安装在柱之间时，梁接头31的放置锁定构件32被放置在锁定在柱接头11的保持构件21上。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2013124509A Pile head treatment method and charge holder 有权
标题翻译：桩头处理方法和充电架
公开(公告)号：JP2013124509A
公开(公告)日：2013-06-24
申请号：JP2011274659
申请日：2011-12-15
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社 , Institute Of National Colleges Of Technology Japan , 独立行政法人国立高等専門学校機構
发明人： NAKAMURA YUICHI , KIRITANI YOSHIO , TAKEUCHI HIROYUKI , TAKAHASHI YUICHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a pile head treatment method capable of more reducing labor and time required for construction than a conventional pile head treatment method in which a horizontal circular plate of the same size as a pile diameter is previously installed, and to provide a charge holder.SOLUTION: A pile head treatment method is a construction method for pile head treatment of a cast-in-place concrete pile. A plurality of charge holders 10 each having a charge space formed inside and a horizontal crushing part 12 provided on the bottom side and extending in the longitudinal direction are prepared. The horizontal crushing part has a first plate part extending in the horizontal direction and a second plate part overlapping with the first plate part to form a horizontal joint part communicating with the charge space. A support member 24 for supporting the charge holder at the horizontal crushing part is horizontally provided at a place corresponding to a pile top end, the charge holder is installed in the vertical direction of the pile such that the horizontal crushing part is mounted on the support member, and a kinetic crushing agent charged in the charge space is ignited after concrete placing. Thereby, a horizontal crushed face is formed in concrete of a pile head part above the pile top end and the pile head part is crushed by a crushing force spurting out from the horizontal joint part.
摘要翻译：要解决的问题：提供一种能够比预先安装与桩直径相同的水平圆形板的常规桩头处理方法能够更多地减少施工所需的人力和时间的桩头处理方法，并提供一个收费持有人。解决方案：桩头处理方法是现浇混凝土桩桩头处理的施工方法。制备多个电荷保持器10，每个电荷保持器10具有形成在其内部的电荷空间，以及设置在底侧并沿纵向延伸的水平破碎部12。水平破碎部具有在水平方向上延伸的第一板部，与第一板部重叠的第二板部，形成与充电空间连通的水平接合部。在与水平破碎部分相对应的位置处水平地设置用于在水平破碎部分处支撑电荷保持器的支撑构件24，电荷保持器沿桩的垂直方向安装，使得水平破碎部分安装在支撑件充填在充电空间的动力破碎剂在混凝土浇注后点燃。因此，在桩顶端上方的桩头部的混凝土中形成水平的压溃面，并且通过从水平接合部分喷出的破碎力将桩头部分压碎。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2014173235A Disassembling method of multistory building 有权
标题翻译：多层建筑拆迁方法
公开(公告)号：JP2014173235A
公开(公告)日：2014-09-22
申请号：JP2013043937
申请日：2013-03-06
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To rationalize installation and disassembling of a lifting/carrying-out facility of a disassembling object becoming an important element of a method, in the disassembling method of aiming at a high rise building.SOLUTION: An elevator installation hole is formed from a lower story part of a multistory building in a one-span slab part surrounded by mutually adjacent beams of the respective floors existing on the same longitudinal axis of the multistory building, and an elevator composed of a vertical directional ramp guide fixed in the formed elevator installation hole, a ramp for vertically moving along the ramp guide and its lifting driving machine is installed, and the elevator reaching the highest floor of the multistory building tried to be disassembled, is installed by repeating work for forming the elevator installation hole just above the elevator and extending the ramp guide to its inside, and disassembling object of the highest floor disassembled by disassembling materials lifted to the highest floor is carried out by the elevator, and after disassembling the highest floor, the ramp guide of the elevator is lowered by one floor by disassembling its upper end part, and disassembling work of the next lower floor is similarly repeated.
摘要翻译：要解决的问题：为了使拆卸对象的提升/搬运设备的安装和拆卸成为方法的重要组成部分，以高层建筑物的拆卸方式为准。解决方案：形成电梯安装孔从在多层建筑物的同一纵向轴线上相互相邻的梁的相邻梁所围绕的单跨板坯部分的多层建筑物的下层部分，以及由形成的多层建筑物的垂直方向斜坡导轨组成的电梯安装电梯安装孔，沿坡道导轨垂直移动的斜坡及起重机，升降机到达多层建筑最高楼层试图拆卸，通过重复工作安装在上面形成电梯安装孔升降机将斜坡导轨延伸到其内部，拆卸最高层拆卸物体提升到最高楼层的起重材料由电梯进行，在拆卸最高层后，电梯的斜坡导轨通过拆卸其上端部分而降低一层，同样重复下一层下层的拆卸工作。

5. 发明专利

JP2014167407A Simple fireproof test method 有权
标题翻译：简单的FIREPROOF测试方法
公开(公告)号：JP2014167407A
公开(公告)日：2014-09-11
申请号：JP2013038812
申请日：2013-02-28
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , TAKAHASHI YUICHI
IPC分类号： G01N25/00
摘要： PROBLEM TO BE SOLVED: To provide a simple fireproof test method capable of approximately directly evaluating the influence of an actual fire on the fire resistance such as explosibility without requiring correction by analysis even when a small-scale specimen is used.SOLUTION: This simple fireproof test method is used for heating a specimen smaller than a specimen having an actual dimension formed from concrete and evaluating the fire resistance of the small-scale specimen in the actual scale. In this method, a test furnace for heating the small-scale specimen is previously heated, and, when the temperature in the furnace reaches at the vicinity of the temperature after a lapse of a predetermined time at the beginning of a reference heating curve, the heating of the small-scale specimen is started.
摘要翻译：要解决的问题：提供一种简单的防火测试方法，即使在使用小规模样品时，也可以直接评估实际火灾对耐火性（如爆炸性）的影响，而无需通过分析进行校正。解决方案：这种简单的防火使用试验方法来加热比具有由混凝土形成的实际尺寸的试样小的试样，并以实际尺度评价小型试样的耐火性。在该方法中，预先加热用于加热小型试样的试验炉，并且当在参考加热曲线开始时经过预定时间之后炉中的温度达到温度附近时，开始小规模试样的加热。

6. 发明专利

JP2009235680A Beam-column joint unit and construction method of beam-column joint 有权
标题翻译：梁柱接头单元和梁柱接头的构造方法
公开(公告)号：JP2009235680A
公开(公告)日：2009-10-15
申请号：JP2008080156
申请日：2008-03-26
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , YAMAURA ICHIRO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint unit and a construction method of a beam-column joint which enable the rationalization of the construction of a reinforced concrete structure and the shortening of a construction period when the beam-column joint of reinforced concrete construction is precast (PCa).
SOLUTION: The beam-column joint unit 10 is integrated by being precast so as to constitute a joint between a column of the reinforced concrete construction and a beam of a precast member. The beam-column joint unit comprises a column joint 20 joined to the column, and at least two beam joints 11-14 which are protruded from a side surface of the column joint so as to be joined to the beam. The beam joint has a placement portion 15 which enables the beam to be placed on a surface joined to the beam.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种梁柱接头单元和梁柱接头的施工方法，其能够使钢筋混凝土结构的构造合理化，并且当梁柱的施工周期缩短时钢筋混凝土结构接头是预制（PCa）。解决方案：梁柱接头单元10通过预制构成一体，以便构成钢筋混凝土结构的柱与预制构件的梁之间的接头。梁柱接头单元包括连接到柱的柱接头20和从柱接头的侧表面突出以至于梁连接的至少两个梁接头11-14。梁接头具有一个放置部分15，该放置部分使光束能够放置在与光束连接的表面上。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2008095290A Beam-column joint structure of uppermost story of reinforced concrete structure 审中-公开
标题翻译：加固混凝土结构的高温梁的梁柱结构
公开(公告)号：JP2008095290A
公开(公告)日：2008-04-24
申请号：JP2006274859
申请日：2006-10-06
申请人： Godo Steel Ltd , Okumura Corp , Penta Ocean Construction Co Ltd , Tekken Constr Co Ltd , 五洋建設株式会社 , 合同製鐵株式会社 , 株式会社奥村組 , 鉄建建設株式会社
发明人： TAKEUCHI HIROYUKI , KATO MASATOSHI , HAYAKAWA KUNIO , HOSOYA HIROSHI , KISHIMOTO TAKESHI , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , NAKAMURA KAZUHIKO
IPC分类号： E04B1/21 , E04B1/58 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint structure of an uppermost story of a reinforced concrete structure, which can structurally secure predetermined joint shearing strength, and which solves the problem of construction. SOLUTION: In this beam-column joint structure 1 of the uppermost story of the reinforced concrete structure, a main reinforcement 7 for an upper end of a beam, and a main reinforcement 8 for a lower end of the beam are linearly arranged in a beam-column joint 2 of the uppermost story of the reinforced concrete structure in such a manner that leading ends of the main reinforcements 7 and 8 are extended; anchor plates 5 are provided at the leading ends, respectively; and a column extension portion 3, to which a column reinforcement 4 is to be anchored, is protrusively provided on the upper portion of the beam-column joint 2. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构混凝土结构的最上层的梁柱接头结构，其结构上可以确保预定的接合剪切强度，并且解决了施工问题。解决方案：在钢筋混凝土结构的最上层的梁柱接头结构1中，用于梁的上端的主加强件7和用于梁的下端的主加强件8线性地布置在钢筋混凝土结构的最上层的梁柱接头2中，使得主增强件7和8的前端延伸; 锚定板5分别设置在前端; 并且在柱梁接头2的上部上突出设置柱加强件4要固定到其上的柱延伸部分3。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2014085085A Propellant, and propellant installation method 有权
标题翻译： PROPELLANT和PROPELLANT安装方法
公开(公告)号：JP2014085085A
公开(公告)日：2014-05-12
申请号：JP2012236541
申请日：2012-10-26
申请人： Institute Of National Colleges Of Technology Japan , 独立行政法人国立高等専門学校機構 , Kajima Corp , 鹿島建設株式会社 , Penta Ocean Construction Co Ltd , 五洋建設株式会社 , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： NAKAMURA YUICHI , KIRITANI YOSHIO , YANAGIDA KATSUMI , SUZUKI KOICHI , NAKAMURA TAKAHIRO , TAKEUCHI HIROYUKI , TAKAHASHI YUICHI , TAKAOKA YUJI , NISHINARITA YU
IPC分类号： F42D1/22 , E21B29/02
摘要： PROBLEM TO BE SOLVED: To provide a propellant etc. in which installation is easy, a propellant holder can be installed at an accurate position and a high control effect is attained in a crack direction at the time of its breaking.SOLUTION: An arcuate plate member 5 is folded at a portion of slit 11, ends 13 are connected to assemble a propellant holder 1. Then, fracturing agent 9 is loaded in the propellant holder 1. Then, a pipe 15 having a peripheral section is divided into two segments and the propellant holder 1 is stored inside the connected divided segments 17. Then, a shock absorbing material 29 is arranged an outer peripheral surface 22 of the propellant holder 1 and an inner peripheral surface 24 of the pipe 15, a grout 25 is charged in a clearance 23 between the inside of the pipe 15 and the inside of the propellant holder 1 and hardened so as to make propellant 27 in advance. When a working is to be carried out, the propellant 27 is inserted into a propellant hole 33 formed in an object 35 and sand is fed around it, then blasting is carried out to generate a crack 37 in a desired direction.
摘要翻译：要解决的问题：为了提供容易安装的推进剂等，推进剂保持器可以安装在准确的位置，并且在破裂时在裂纹方向上获得高的控制效果。解决方案：弧形板构件5在狭缝11的一部分折叠，端部13连接以组装推进剂保持器1.然后，将压裂剂9装载在推进剂保持器1中。然后，具有周边部分的管15被分成两段，推进剂保持器1被存储在连接的分割段17内。然后，将冲击吸收材料29布置在推进剂保持器1的外周表面22和管15的内周表面24上，将浆料25装入在管15的内部和推进剂保持器1的内部之间的间隙23被硬化以预先制成推进剂27。当要进行加工时，将推进剂27插入到形成在物体35中的推进剂孔33中，并且在其周围输送砂，然后进行喷砂以在期望的方向产生裂纹37。

9. 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

10. 发明专利

JP2005200848A Concrete filling method in concrete filled steel pipe construction method and steel pipe for filling concrete used for the method 有权
标题翻译：混凝土填充钢管施工方法和钢管混凝土填充混凝土混凝土施工方法
公开(公告)号：JP2005200848A
公开(公告)日：2005-07-28
申请号：JP2004005779
申请日：2004-01-13
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , OCHIAI RYOTA , HATTORI KAKUSHI , YOKOYAMA NAOKI
IPC分类号： E04B1/16 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To increase working efficiency by performing the other workings using a hoist in parallel with the placement of concrete without occupying the hoist when concrete is fallen and placed.
SOLUTION: A vertical concrete guide passage 3 formed by partitioning a steel pipe inner space by a partition wall 4 is integrally formed in a steel pipe 1. A plurality of concrete outflow ports 5a to 5f are formed in the partition wall 4 of the concrete guide passage 3 at specified intervals in the vertical direction. With the steel pipe 1 erected vertically, concrete is placed therein from the upper end of the concrete guide passage. The concrete fallen through the concrete guide passage is allowed to flow into the steel pipe 1 through the concrete outflow port to fill the concrete in the steel pipe.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提高工作效率，通过使用葫芦进行其他工作，与混凝土的放置平行而不占用起重机，当混凝土下落和放置时。解决方案：通过分隔壁4分隔钢管内部空间形成的立式混凝土引导通道3一体地形成在钢管1中。多个混凝土流出口5a至5f形成在分隔壁4的混凝土引导通道3在垂直方向上以规定的间隔。在钢管1垂直竖立的情况下，混凝土从混凝土引导通道的上端放置在其中。通过混凝土导流通道的混凝土允许通过混凝土流出口流入钢管1，以填充钢管中的混凝土。版权所有（C）2005，JPO＆NCIPI

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