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51. 发明专利

JP2014114867A Base isolation and seismic response control structure 有权
标题翻译：基础隔离和地震反应控制结构
公开(公告)号：JP2014114867A
公开(公告)日：2014-06-26
申请号：JP2012269100
申请日：2012-12-10
申请人： Taisei Corp , 大成建設株式会社
发明人： HIBINO HIROSHI , NAGASHIMA ICHIRO
IPC分类号： F16F9/26 , F16F9/32 , F16F9/54 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a base isolation and seismic response control structure that can attain a long stroke by a general purpose oil damper to thereby obtain high base isolation performance, and can exhibit a variable attenuation effect when displacement having a predetermined level or more occurs.SOLUTION: A base isolation and seismic response control structure includes a plurality of oil dampers 4, 5 having different attenuation coefficients, which are arranged in series in a base isolation layer 3 between equipment 1 and a floor 2.
摘要翻译：要解决的问题：提供一种通过通用型油阻尼器可以获得长行程的基础隔离和地震响应控制结构，从而获得高的基础隔离性能，并且当具有预定水平或更高的位移时可以呈现可变的衰减效应基础隔离和地震响应控制结构包括具有不同衰减系数的多个油阻尼器4,5，其串联设置在设备1和地板2之间的基础隔离层3中。

52. 发明专利

JP2014111891A Building construction method, and underground skeleton of new building 有权
标题翻译：建筑施工方法和新建筑地下土耳其
公开(公告)号：JP2014111891A
公开(公告)日：2014-06-19
申请号：JP2014047305
申请日：2014-03-11
申请人： Taisei Corp , 大成建設株式会社
发明人： MATSUMOTO SHUICHI , KOMURO TSUTOMU
IPC分类号： E04G23/06 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a building construction method capable of shortening a construction period, and an underground skeleton of a new building.SOLUTION: In a building construction method for building a new building 2 by utilizing an existing building 1 with an n-storied subsurface section (n is a natural number equal to or more than 2), a ground skeleton of the existing building 1 is demolished and new underground columns 23 are constructed while existing underground slabs 14 in a section from a subsurface first story to a subsurface n-1-th story of the existing building are left. An underground skeleton of the new building 2 is constituted of: the existing underground slabs 14 of the subsurface n stories of the existing building; a temporary concrete bottom plate 21a provided on the existing underground slabs; a new reinforced-concrete bottom plate 21b provided on the temporary concrete bottom plate; new underground columns 23 raised from the existing underground slabs; and new underground slabs 24 connected to an existing underground external wall 10. The underground columns are embedded in the new bottom plate in a foot protecting manner.
摘要翻译：要解决的问题：提供能够缩短施工期的建筑施工方法和新建筑物的地下骨架。解决方案：在通过利用现有的建筑物1与正面建筑物1一起建造新建筑物2的建筑施工方法中，（n是等于或大于2的自然数），现有建筑物1的地面骨架被拆除，并且在从地下第一层到地下部分的现有地下板块14构造新的地下柱23 现有建筑的第1 - 第1故事留下。新建筑2的地下骨架由现有建筑物的地下n层现有的地下板块14构成; 设置在现有地下板坯上的临时混凝土底板21a; 设置在临时混凝土底板上的新的钢筋混凝土底板21b; 从现有的地下板块上升的新的地下柱23; 和连接到现有的地下外墙10的新的地下板24。地脚柱以脚保护的方式嵌入新的底板中。

53. 发明专利

JP2014111864A Beam reinforcing member and installation structure of stud in existing building 有权
标题翻译： BEAM加固会员和现有建筑中的STUD的安装结构
公开(公告)号：JP2014111864A
公开(公告)日：2014-06-19
申请号：JP2012266116
申请日：2012-12-05
申请人： Taisei Corp , 大成建設株式会社
发明人： YASUDA SATOSHI , KIMURA YUICHI , AONO EIJI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a beam reinforcement member capable of enhancing the shear capacity in a joint part panel between an existing beam and a newly provided stud when additionally installing the stud in an existing steel-structured building, and an installation structure of the stud in an existing building by using the beam reinforcement member.SOLUTION: A reinforcement member 20 is provided on a joint panel between a stud 14 and a steel-made beam 12 on which the stud 14 is additionally installed. The reinforcement member 20 includes: a steel plate formed to have a height dimension between upper and lower flanges 12a, 12b, formed to have a width dimension equal to or larger than a height W of the stud 14, and arranged along outer edges of the upper and lower flanges; and a rib steel plate arranged vertically on the steel plate and joined to the steel plate. The steel plates are provided respectively on both sides of the beam 12 between which a web is held.
摘要翻译：要解决的问题：为了提供一种能够在现有的钢结构建筑物中另外安装螺栓时提高现有梁和新提供的螺柱之间的接头部分面板中的剪切能力的梁加强构件，以及安装结构在现有建筑物中使用梁加强构件固定螺栓。解决方案：加强构件20设置在螺柱14和钢制梁12之间的接合面板上，螺栓14另外安装在钢制梁12上。加强构件20包括：形成为具有上凸缘12a和下凸缘12b之间的高度尺寸的钢板，其形成为具有等于或大于螺柱14的高度W的宽度尺寸，并且沿着上下法兰以及在钢板上垂直配置并与钢板接合的肋钢板。钢板分别设置在梁12的两侧，在该梁12的两侧保持有一个网。

54. 发明专利

JP2014108919A Salt removal method for sea sand 有权
标题翻译：海洋盐分离法
公开(公告)号：JP2014108919A
公开(公告)日：2014-06-12
申请号：JP2012265851
申请日：2012-12-04
申请人： Mitsuru Takasaki , みつる高崎 , Cemedine Hanbai Co Ltd , セメダイン販売株式会社 , Taisei Corp , 大成建設株式会社 , Data Centric Inc , 株式会社データセントリック , Newjec Inc , 株式会社ニュージエック
发明人： TAKASAKI MITSURU , ICHIMURA HIROHISA , ITO TAKEMI , KUMAGAI TAKASHI , YAMASHITA TAKASHI
IPC分类号： C04B14/02 , B03B5/00 , B03B5/28 , C04B14/06
摘要： PROBLEM TO BE SOLVED: To provide a salt removal method for sea sand capable of removing sludge ingredients and salt contents efficiently from sea sand in a short time.SOLUTION: A salt removal method for sea sand comprises: a sea sand charging step of charging sea sand 8 into a salt removal water tank 2; a liquid charging step of charging a liquid into the salt removal water tank; a sludge floating step of causing sludge ingredients contained in the sea sand 8 to float in the upper part of the salt removal water tank 2; a sludge discharging step of discharging, together with the liquid, the sludge ingredients floating in the upper part of the sea sand 8 in the salt removal water tank 2; a liquid discharging step of discharging the liquid in the salt removal water tank 2; a demineralization water charging step of charging water 9 for demineralization into the salt removal water tank 2; and a demineralization water discharging step of discharging, together with salt contents contained in the sea sand 8, the water 9 for demineralization in the salt removal water tank 2 from a perforated pipe 18 arranged in the bottom surface of the salt removal water tank 2 through a filter bed 20.
摘要翻译：要解决的问题：提供一种能够在短时间内有效地从海砂中去除污泥成分和盐含量的海砂的除盐方法。解决方案：海砂的除盐方法包括：将海洋充填的海砂填充步骤砂8进入除盐水箱2; 液体加料步骤，将液体装入所述除盐水箱; 污泥漂浮工序，其使包含在海砂8中的污泥成分漂浮在除盐水槽2的上部; 污泥排出步骤，与液体一起排出漂浮在除盐水槽2中的海砂8的上部的污泥成分; 液体排出步骤，用于排出除盐水箱2中的液体; 软化水充填步骤，用于将去矿物质的水9加入到除盐水箱2中; 以及脱盐水排出工序，与设置在除盐水槽2的底面的多孔管18一起，将含有在海砂8中的盐含量与除盐水槽2内的软化水9一起排出，过滤床20。

55. 发明专利

JP2014105507A Surface course and foundation course reinforcement structure of pavement 审中-公开
标题翻译：表面课程和基金会课程加固结构
公开(公告)号：JP2014105507A
公开(公告)日：2014-06-09
申请号：JP2012259743
申请日：2012-11-28
申请人： Taisei Corp , 大成建設株式会社
发明人： OSAWA KAZUYA , ENDO TETSUO , JINNAI HIROSHI , ITO KAZUNORI , SEKINE KENTARO , ISHII HIROYASU
IPC分类号： E01C7/35
摘要： PROBLEM TO BE SOLVED: To provide a surface course and foundation course reinforcement structure of a pavement in which metal surface material is disposed in surface course and foundation course portions, the structure capable of resisting flexure and shear caused by a vehicle contacting the ground.SOLUTION: In a pavement, a pavement layer 2 is put on the upper portion of a foundation support layer 1, and the pavement layer 2 has metal surface material 3 disposed therein, nearly in parallel with a road surface, wherein the metal surface material may be disposed in an upper pavement layer of the pavement layer 2.
摘要翻译：要解决的问题：为了提供在表面过程中设置金属表面材料的路面的表面过程和基础层加强结构，以及基础过程部分，能够抵抗由车辆接触地面引起的挠曲和剪切的结构。：在路面上，在基础支撑层1的上部放置路面层2，路面层2具有与路面几乎平行的金属表面材料3，其中金属表面材料可以设置在路面层2的上路面层中。

56. 发明专利

JP2014104554A Hydraulic breaker noise reduction device 审中-公开
标题翻译：液压断路器噪声减少装置
公开(公告)号：JP2014104554A
公开(公告)日：2014-06-09
申请号：JP2012260452
申请日：2012-11-29
申请人： Taisei Corp , 大成建設株式会社
发明人： ONO TAKESHI , TAKAHASHI KOJI
IPC分类号： B25D17/11
摘要： PROBLEM TO BE SOLVED: To reduce noise caused by impact generated during spallation performed by using a hydraulic breaker without processing a breaker body and covering the breaker body with a soundproof cover with simple means.SOLUTION: The means comprise steps of: detecting hydraulic pressure rise of a piston which impacts on a chisel during performing spallation work of a hydraulic breaker; creating imitation sound which has reverse phase to phase of impact sound generated when the piston impacts on the chisel and recorded previously immediately before the piston impacts on the chisel and emitting the imitation sound toward whole directions in the vicinity of the chisel at the same time to impact; and overlapping the impact sound and the imitation sound. Thereby, noise generated around the breaker is reduced.
摘要翻译：要解决的问题：为了减少使用液压破碎机在不加工破碎机主体的情况下产生的冲击产生的冲击所产生的噪音，并用简单的方法用隔音罩覆盖破碎机主体。解决方案：该装置包括以下步骤：检测液压升高在执行液压破碎机的散裂作业时撞击凿子的活塞; 产生与活塞冲击凿子时立即记录的冲击声产生的冲击声的相位相位相反的模仿声音，同时在凿子附近向整个方向发出模仿声音，同时向影响; 并与影响声和模仿声重叠。因此，减少了在断路器周围产生的噪声。

57. 发明专利

JP2014098293A Bar arrangement method for beam reinforcement 有权
标题翻译：梁加固方法
公开(公告)号：JP2014098293A
公开(公告)日：2014-05-29
申请号：JP2012251911
申请日：2012-11-16
申请人： Taisei Corp , 大成建設株式会社
发明人： KAIZUKA YUKI
IPC分类号： E04G21/12 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a bar arrangement method for beam reinforcements, capable of reducing a time required for a bar arrangement work.SOLUTION: A bar arrangement method 1 for beam reinforcements includes: steps S1, S2 of building plate materials 61 so as to abut on front end faces of end side beam main reinforcements 21A already arranged; a step S3 of assembling a preassembled beam reinforcement unit 60 by temporarily assembling beam reinforcements 20 including central side beam reinforcements 21B on a ground in advance, lifting up the preassembled beam reinforcement unit 60 by a crane, and installing it on the opposite side relative the end side beam main reinforcements 21A already bar-arranged with the plate materials 61 therebetween so that the central side beam reinforcements 21B of the preassembled beam reinforcement unit 60 abuts on the plate materials 61; a step S4 of removing the plate materials 61; and steps S6 to 8 of joining the beam main reinforcements 21A, 21B facing to each other by mechanical joints 30.
摘要翻译：要解决的问题：提供一种用于梁加强件的杆布置方法，其能够减少杆装置工作所需的时间。解决方案：用于梁加强件的杆装置方法1包括：建筑板材61的步骤S1，S2，邻接已经布置的端侧梁主加强件21A的前端面; 通过将包括中心侧梁加强件21B在内的梁加强件20预先组装在预先组装的梁加强单元60上的步骤S3，通过起重机提升预组装的梁加强单元60，并将其安装在相对侧已经在它们之间已经与板材料61配置的端侧梁主加强件21A，使得预组装梁加强单元60的中央侧梁加强件21B抵靠在板材61上; 去除板材61的步骤S4; 以及通过机械接头30接合彼此面对的梁主加强件21A，21B的步骤S6至8。

58. 发明专利

JP2014098229A Pile joint weld zone curing implement 审中-公开
标题翻译：焊接接头焊接区域实施
公开(公告)号：JP2014098229A
公开(公告)日：2014-05-29
申请号：JP2012248909
申请日：2012-11-13
申请人： Taisei Corp , 大成建設株式会社
发明人： SAKAI TORU , TAZAKI SHINICHI , SUITO NORIYUKI
IPC分类号： E02D5/24 , E02D5/28
摘要： PROBLEM TO BE SOLVED: To provide a pile joint weld zone curing implement which surely prevents drops of water from wave splash from dropping along a pile while ensuring a work space for a welder required to perform elaborate operations in a place through which strong sea breeze accompanied by wave splash blows.SOLUTION: A pile joint weld zone curing implement is used for curing a weld zone when welding and joining a lower end of an upper side pile 2 to a pile head of a lower side pile 1. The pile joint weld zone curing implement includes: a shade 3 which is detachably attached to the outer periphery of the upper pile and covers above the weld zone; a water conveyance hose for discharging water collected on the shade; a plate 5 having a plurality of holes above the shade; a plurality of water expansion rubbers between the lower part of the shade and the weld zone; and a sheet disposed in a location which is separate from the pile in the outer periphery of the pile.
摘要翻译：要解决的问题：提供一种桩接头焊接区固化装置，其确保防止水滴从波浪喷溅中落下，同时确保在强海风伴随的地方进行精细操作所需的焊工的工作空间通过波浪喷溅吹扫。解决方案：焊接并将上侧桩2的下端连接到下侧桩1的桩头时，用于固化焊接区域的桩接合焊接区固化装置。桩接头焊接区固化装置包括：可拆卸地附接到上桩的外周并覆盖在焊接区上方的灯罩3; 用于排放收集在阴凉处的水的输水软管; 一个在灯罩上方具有多个孔的板5; 阴影下部和焊接区之间的多个水膨胀橡胶; 以及设置在与桩的外周中的桩分开的位置的片材。

59. 发明专利

JP2014097899A Cement-based mixed material for mortar 审中-公开
标题翻译：用于MORTAR的基于水泥的混合材料
公开(公告)号：JP2014097899A
公开(公告)日：2014-05-29
申请号：JP2012248913
申请日：2012-11-13
申请人： Taisei Corp , 大成建設株式会社
发明人： YOSHIKAWA YUKIO
IPC分类号： C04B28/02 , C04B14/28
摘要： PROBLEM TO BE SOLVED: To provide a cement-based mixed material for a mortar that is not an expensive material used to a special application to be limited, but is used to an application to be used in a large amount, and includes an admixture in which bleeding can be reduced at low cost.SOLUTION: Provided is a cement-based mixed material for a mortar that comprises mixing an admixture of 10-20 pts.wt. of limestone fine powder in which a Blaine specific surface area is at least 7,000 cm2/g to 100 pts.wt. of cement, water, and 200-400 pts.wt. of fine aggregate.
摘要翻译：要解决的问题：为了提供用于特殊用途的用于限制但用于大量使用的昂贵材料的砂浆的水泥基混合材料，并且包括混合物可以以低成本降低出血。解决方案：提供了一种用于砂浆的水泥基混合材料，其包括混合10-20重量份的混合物的石灰石细粉末，其中布莱因比表面积为至少7000cm 2 / g至100重量份。的水泥，水和200-400 pts.wt。的细骨料。

60. 发明专利

JP2014091966A Fire curing tool 有权
标题翻译：消防工具
公开(公告)号：JP2014091966A
公开(公告)日：2014-05-19
申请号：JP2012243286
申请日：2012-11-05
申请人： Taisei Corp , 大成建設株式会社
发明人： IGAWA KIYOFUMI
IPC分类号： E04G21/16 , B23K7/10 , B23K9/00
摘要： PROBLEM TO BE SOLVED: To provide a fire curing tool that enables a cutting state of an erection piece to be easily confirmed.SOLUTION: A fire curing tool 10 is used when an erection piece 42 provided substantially vertically on column surfaces 40A, 41A is cut, and includes a box-shaped tool body 20 which has an open surface S as one surface, and a temporary fixation part 30 which temporarily fixes the tool body 20 to the erection piece 42 or the column surfaces 40A, 41A. While the tool body 20 is temporarily fixed, the tool body 20 is arranged on the side of one surface 42A of the erection piece 42, and the open surface S of the tool body 20 covers a joint part between the erection piece 42 and the column surfaces 40A, 41A.
摘要翻译：要解决的问题：提供一种能够容易地确认安装件的切割状态的火焰固化工具。解决方案：当基本垂直地设置在柱面40A，41A上的竖立件42被切割时，使用防火固化工具10 并且包括具有作为一个表面的开口表面S的盒形工具主体20和临时固定部分30，该临时固定部分30将工具主体20临时固定到竖立件42或柱面40A，41A。在工具主体20暂时固定的情况下，工具主体20配置在安装件42的一个表面42A的一侧，工具主体20的开放面S覆盖安装片42与柱体之间的接合部表面40A，41A。

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