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1. 发明专利

JP2007255003A Joint structure for steel column and precast pile 有权
标题翻译：钢柱和预制桩的接头结构
公开(公告)号：JP2007255003A
公开(公告)日：2007-10-04
申请号：JP2006078925
申请日：2006-03-22
申请人： Maeda Corp , Toyo Constr Co Ltd , Zenitaka Corp , 前田建設工業株式会社 , 東洋建設株式会社 , 株式会社錢高組
发明人： KONNO OSAMU , YAMASHITA SHUNEI , NARUSE TADASHI , FUJISHIMA TAISUKE , MINE CHIKAHITO , IGARASHI HARUTO , ITO HITOSHI , HAGA YUJI , AOKI MASA
IPC分类号： E02D27/00 , E02D5/30 , E02D27/12 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a joint structure for a steel column and a precast pile improving work efficiency by absorbing a construction error of the precast pile in a reliable manner.
SOLUTION: In the joint structure for the steel column 10 and the precast pile 20, the precast pile 20 is composed of a precast pile body 30 and an enlarged head part 40 provided at the upper end of the precast pile body 30 and larger in diameter than the precast pile body 30, and the steel column 10 is joined to the enlarged head part 40.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过以可靠的方式吸收预制桩的施工误差，提供钢柱的接头结构和预制桩提高工作效率。
解决方案：在钢柱10和预制桩20的接合结构中，预制桩20由预制桩体30和设置在预制桩体30的上端的扩大头部40构成，直径比预制桩体30大，钢柱10与扩大头部40接合。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2007255006A Method of joining steel column and precast pile 有权
标题翻译：钢管和预制桩的加工方法
公开(公告)号：JP2007255006A
公开(公告)日：2007-10-04
申请号：JP2006078955
申请日：2006-03-22
申请人： Maeda Corp , Toyo Constr Co Ltd , Zenitaka Corp , 前田建設工業株式会社 , 東洋建設株式会社 , 株式会社錢高組
发明人： KONNO OSAMU , YAMASHITA SHUNEI , NARUSE TADASHI , FUJISHIMA TAISUKE , MINE CHIKAHITO , IGARASHI HARUTO , ITO HITOSHI , AOKI MASA , YAMAZAKI TORU
IPC分类号： E02D27/12 , E02D27/00 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a method of joining a steel column and a precast pile shortening a construction period and reducing cost by dispensing with a base plate, an anchor frame, or the like unlike a conventional method and absorbing a construction error of the precast pile in a reliable manner to improve work efficiency.
SOLUTION: In the method of joining the steel column and the precast pile, an erection frame comprising vertical frames, a lower frame and an upper frame is installed in a predetermined horizontal position of the upper end of the precast pile. A plurality of first main reinforcements and a plurality of second main reinforcements shorter than the first main reinforcements are fixed to the upper end of the precast pile, and after winding hoops, concrete is placed to the lower part of the upper frame. After erecting the steel column to be inserted in the erection frame, third main reinforcements are joined to the second main reinforcements, and the hoops are wound. Concrete is then placed above the upper frame.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种连接钢柱和预制桩，缩短施工周期并且通过分配基板，锚架等而不同于常规方法并且吸收结构来降低成本预制桩的误差可靠，提高工作效率。解决方案：在连接钢柱和预制桩的方法中，将包括垂直框架，下框架和上框架的竖立框架安装在预制桩上端的预定水平位置。多个第一主加强件和比第一主加固件短的多个第二主加固件固定到预制桩的上端，并且在缠绕箍之后，将混凝土放置在上框架的下部。在竖立架设框架后的钢柱后，将第三主加强件连接到第二主加强件上，并将环箍缠绕。然后将混凝土放置在上框架的上方。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2013057167A Reinforcement slab structure and construction method of the same 有权
标题翻译：加固板结构及其构造方法
公开(公告)号：JP2013057167A
公开(公告)日：2013-03-28
申请号：JP2011194478
申请日：2011-09-07
申请人： Maeda Corp , 前田建設工業株式会社 , Toyo Constr Co Ltd , 東洋建設株式会社
发明人： NARUSE TADASHI , IMAMURA TERUTAKE , WATANABE TOMOYUKI , ARAKANE NAOKI , YAMAMOTO KOZO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To easily perform construction without obstructing passing of a shared external corridor, a balcony or the like present outside an existing building when reinforcing the exiting building, and to shorten a construction period further.SOLUTION: A reinforcement slab structure is for connecting an existing frame 10 and an external reinforcement frame, and includes: a form member 30 which is installed on the lower side of a cantilever slab 20 and comprises a cement extrusion molding plate extending in a length direction of the cantilever slab 20 and having a plurality of hollow parts 31; and a preassembled slab reinforcement 50 disposed between the form member 30 and the cantilever slab 20. The reinforcement slab structure is constructed by placing concrete 70 between the cantilever slave 20 and the form member 30.
摘要翻译：要解决的问题：为了容易地进行施工，而不妨碍在现有建筑物外部存在的共享外部走廊，阳台等通过，同时进一步缩短施工周期。解决方案：加固板结构用于连接现有的框架10和外部加强框架，并且包括：安装在悬臂板20的下侧上的模板构件30，包括一个延伸到悬臂板20的长度方向并具有多个中空部31; 以及设置在模板构件30和悬臂板20之间的预组装板坯加强件50.加强板结构通过将混凝土70放置在悬臂从动件20和模板构件30之间构成。版权所有：（C）2013，JPO＆INPIT

4. 发明专利

JP2011042975A After-construction anchor and structure and method for aseismatic reinforcement using the same 有权
标题翻译：使用相同方式进行ASEISMATIC加固的后结构锚固结构和方法
公开(公告)号：JP2011042975A
公开(公告)日：2011-03-03
申请号：JP2009191690
申请日：2009-08-21
申请人： Maeda Corp , Sanko Techno Co Ltd , Toyo Constr Co Ltd , サンコーテクノ株式会社 , 前田建設工業株式会社 , 東洋建設株式会社
发明人： NARUSE TADASHI , IMAMURA TERUTAKE , YAMAMOTO KOZO , ARAKANE NAOKI , HOSOKAWA YOJI , YAGISAWA YASUE , TOBE TSUTOMU , SAKAI SATORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To increase working efficiency and reduce construction cost in an aseismatic reinforcing construction for an existing skeleton.
SOLUTION: This after-construction anchor 10 includes a plate 11, flanges 12, 13 provided so as to project from the outer peripheral parts of both surfaces of the plate 11, respectively, a bolt 14 provided so as to project from one side center of the plate 11, and an after-insertion anchor bolt 16 which comprises a female screw hole 15 drilled at the center of the plate 11 and a male screw screwed with the female screw of the female screw 15 and which projects from the other side of the plate 11 when screwed into the female screw hole 15. Using the after-construction anchor 10, a new frame 30 comprising a precast reinforcing structural body is attached to an existing frame 20 for aseismatic reinforcement.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提高现有骨架的抗震加固结构的工作效率和降低施工成本。解决方案：该后施工锚固件10包括板11，设置成从板11的两个表面的外周部突出设置的凸缘12,13，螺栓14，其设置成从一个板11的侧面中心和插入式锚固螺栓16，其包括在板11的中心钻出的内螺纹孔15和与内螺纹15的内螺纹螺纹连接并从另一端突出的外螺纹当拧入阴螺纹孔15时，板11的一侧。使用后结构锚固件10，将包括预制加强结构体的新框架30附接到现有的框架20用于抗震加固。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2010185231A Column-beam joint part structure 有权
标题翻译：柱梁接头部分结构
公开(公告)号：JP2010185231A
公开(公告)日：2010-08-26
申请号：JP2009030602
申请日：2009-02-13
申请人： Maeda Corp , 前田建設工業株式会社
发明人： NARUSE TADASHI
IPC分类号： E04B1/16
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint part structure reducing cost without increasing the cross-sectional areas of members by reducing shearing force input to a column-beam joint part. SOLUTION: At least one of a two-stage reinforcement 50 of a beam member 10 and a two-stage reinforcement 70 of a column member 20 is arranged bent in X-shape at a joint part (the column-beam joint part 30) of the column member 20 and beam member 10. It is also preferable to reduce sticking force of reinforcements to concrete at the X-shaped reinforcement arranged portion. It is further preferable to locate an X-shaped bent part of the two-stage reinforcements 50, 70 on the joint part center side of one-stage reinforcements 60, 40 located in a direction to intersect the two-stage reinforcements 50, 70. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过减少输入到柱梁接头部分的剪切力，提供一种减少成本的柱梁接头部件结构，而不增加部件的横截面面积。解决方案：梁构件10的两级加强件50和柱构件20的两级加强件70中的至少一个在接合部（梁 - 梁接头部分）处被配置成X形弯曲立柱构件20和梁构件10的30）。还优选减小加强件对X形加强件布置部分对混凝土的粘附力。进一步优选的是将两级加强件50,70的X形弯曲部分定位在与两级增强件50,70相交的方向上的一级加强件60,40的接合部中心侧上。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2009235685A Joint structure of pc ornamental pole 有权
标题翻译：个人电脑联合结构
公开(公告)号：JP2009235685A
公开(公告)日：2009-10-15
申请号：JP2008080530
申请日：2008-03-26
申请人： Maeda Corp , 前田建設工業株式会社
发明人： NARUSE TADASHI , OKAMURA KIYOSHI , KOMIYA YOSHIYUKI , TOZAWA YASUHIRO , TSUJI NAOKI
IPC分类号： E04B1/58 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a PC (prestressed concrete) ornamental pole capable of so disposing the prestressed concrete ornamental pole, which is a non-structural member, as to follow the deformation of a building and manufacturable at low cost by eliminating joint metal fittings and metal fittings attached thereto.
SOLUTION: A connection reinforcement 16 is buried in a prestressed concrete mullion pole 15 while projecting upward. The projecting connection reinforcement 16 is inserted, from the lower side, into a through-hole 12 formed in a prestressed concrete slab 10. Since the lower part of the through-hole 12 is formed hollow and the upper part is filled with a filler 21, the connection reinforcement 16 is deformable in the hollow at the lower part of the through-hole 12. Since the connection reinforcement 16 can absorb the deformation (inter-layer deformation) of the entire building by deforming in the hollow, the prestressed concrete pole 15 can be so disposed as to follow the deformation of the building which is the non-structural member. Also, the cost can be reduced since the joint metal fittings and the metal fitting attached thereto can be eliminated.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种PC（预应力混凝土）装饰杆的接合结构，其能够设置作为非结构构件的预应力混凝土装饰杆，以便跟随建筑物的变形并且可制造通过消除接头金属配件和附接到其上的金属配件，以低成本。解决方案：连接加强件16在向上突出的同时埋在预应力混凝土竖框杆15中。突出连接加强件16从下侧插入到形成在预应力混凝土板10中的通孔12中。由于通孔12的下部形成为中空，并且上部填充有填料21 连接加强件16可以在通孔12的下部的中空部变形。由于连接加强件16可以通过在中空部变形而吸收整个建筑物的变形（层间变形），所以预应力混凝土柱 15可以如此设置，以便跟随作为非结构构件的建筑物的变形。而且，由于可以消除连接金属配件和附接到其上的金属配件，所以可以降低成本。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2008088781A Vibration control reinforcing structure 有权
标题翻译：振动控制加固结构
公开(公告)号：JP2008088781A
公开(公告)日：2008-04-17
申请号：JP2006274066
申请日：2006-10-05
申请人： Maeda Corp , 前田建設工業株式会社
发明人： NARUSE TADASHI , WATANABE TOMOYUKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control reinforcing structure which eliminates a need for lowering the height of a space under a beam and facilitates the replacement of a damper being a vibration control function part.
SOLUTION: A connecting steel frame 5 comprises a steel frame member 6 having a vibration control function, a pair of end steel frame members 7, 7 connected by high-strength bolts to both ends of the steel frame member 6 having the vibration control function, and base plates 8, 8 fitted to the pair of ends part steel frame members 7, 7. The base plate 8 of the connecting steel frame 5 abuts on a concrete skeleton 1, and the other base plate 8 abuts on the other concrete skeleton 1. Anchor bolts 15 buried in each concrete skeleton 1 are anchored to each base plate 8. Consequently, it is not necessary to provide a stiffener, and the space under the connecting steel frame is not narrowed since a beam depth is not increased. The replacement of the steel frame member having the vibration control function is facilitated by removing the high-strength bolts.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种振动控制加强结构，其不需要降低梁下方的空间的高度，并且便于更换作为振动控制功能部件的阻尼器。解决方案：连接钢框架5包括具有振动控制功能的钢框架构件6，通过高强度螺栓连接到具有振动的钢框架构件6的两端的一对端钢框架构件7,7 控制功能，以及安装在一对端部钢框架部件7,7上的基板8,8。连接钢框架5的基板8抵接在混凝土骨架1上，另一个底板8抵接在另一个混凝土骨架1.埋设在每个混凝土骨架1中的锚固螺栓15锚固到每个基板8.因此，不需要设置加强件，并且连接钢框架下方的空间不会变窄，因为光束深度不增加。通过去除高强度螺栓，便于更换具有振动控制功能的钢框架件。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007270455A Precast column manufacturing method and precast column erection method 有权
标题翻译：预制柱制造方法和预测柱检测方法
公开(公告)号：JP2007270455A
公开(公告)日：2007-10-18
申请号：JP2006094682
申请日：2006-03-30
申请人： Maeda Corp , 前田建設工業株式会社
发明人： NARUSE TADASHI , WATANABE TOMOYUKI , IWAOKA SHINICHI , HORI SHINSUKE , FURUMIYA YOSHIYUKI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a precast column manufacturing method which solves the problem of material separation during pouring of concrete for manufacturing a precast concrete column, and facilitates manufacturing of a concrete column inclusive of a beam-column connection portion, having required quality ensured, and to provide a precast column erection method.
SOLUTION: The precast column manufacturing method for manufacturing the vertically extending concrete column is composed of: a step of arranging necessary reinforcements including column reinforcements 2a to 2l and beam reinforcements 4a to 4p, and assembling the reinforcements so as to form the beam-column connection portion at which the beam reinforcement intersect the column reinforcements, at a lower portion of the column; and a step of setting a form 1 around the reinforcements which have been assembled, and pouring the concrete from an upper opening of the form 1 to fill the interior of the form 1 with the concrete.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：解决问题的方案：提供一种解决浇筑用于制造预制混凝土柱的混凝土时的材料分离问题的预制柱制造方法，并且容易制造包括梁 - 柱连接部分的混凝土柱，其具有要求质量得到保证，并提供预制柱安装方法。解决方案：用于制造垂直延伸的混凝土柱的预制柱制造方法包括：将必要的增强件布置成包括柱加强件2a至21和梁加强件4a至4p的步骤，以及组装加强件以形成梁柱梁连接部分，其中梁加强件在柱的下部与列增强件相交; 以及在已经组装的增强件周围设置形式1的步骤，并且从混凝土的形式1的上部开口浇注混凝土以填充模型1的内部。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2009293240A Pc decorative column connection structure 有权
标题翻译： PC装饰柱连接结构
公开(公告)号：JP2009293240A
公开(公告)日：2009-12-17
申请号：JP2008146504
申请日：2008-06-04
申请人： Maeda Corp , 前田建設工業株式会社
发明人： NARUSE TADASHI , TOZAWA YASUHIRO , KOMIYA YOSHIYUKI
IPC分类号： E04B1/04 , E04B2/94
摘要： PROBLEM TO BE SOLVED: To provide a PC decorative column connection structure which has a PC decorative (mullion) column set up so as to follow deformation of a building, as a nonstructural member, and achieves cost reduction by eliminatng connection fittings, fittings etc. accompanying the same.
SOLUTION: According to the PC decorative column connection structure, an upper end of a dowel reinforcement 17 protruding from an upper end face of the PC mullion column 15 is inserted into a cavity 13 formed in a PC slab 10 in a manner being spaced away from an internal wall surface of the cavity 13, and therefore the dowel reinforcement is horizontally displaceable in the cavity 13. Thus the PC mullion column 15 can be set up so as to follow deformation of the building, as the nonstructural member. Further the connection fittings and the fittings accompanying the same can be eliminated, which leads to cost reduction.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种PC装饰柱连接结构，其具有设置为随着建筑物的变形而建立的PC装饰（竖框）列作为非结构构件，并且通过消除连接配件来实现成本降低，配件等等。解决方案：根据PC装饰柱连接结构，从PC竖框柱15的上端面突出的销钉加固件17的上端以如下方式插入形成在PC板10中的空腔13中与空腔13的内壁表面间隔开，因此定位销加强件可在空腔13中水平移位。因此，PC竖框柱15可以被设置成跟随建筑物的变形作为非结构构件。此外，可以消除连接配件和伴随其的配件，这导致成本降低。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2008045326A Vibration proof damper structure 审中-公开
标题翻译：振动防护阻尼器结构
公开(公告)号：JP2008045326A
公开(公告)日：2008-02-28
申请号：JP2006221544
申请日：2006-08-15
申请人： Maeda Corp , 前田建設工業株式会社
发明人： MAKINO YUKINOBU , NARUSE TADASHI , OKAYA YUSUKE , OTANI TETSUYA
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration proof damper structure, easy in construction, usable for both span and column spacing, and easily installing and replacing a steel material for a damper.
SOLUTION: A pair of steel frame materials 1 and 1 arranged with a predetermined clearance in the axial direction, are joined by the steel material 5 for the damper having yield strength lower than the steel frame materials 1 and 1. Stiffening materials 6 and 6 are respectively fixed to both side parts of the steel material 5 for the damper. The steel frame materials 1 and 1 are joined by the steel material 5 for the damper via the stiffening materials 6 and 6 by joining these stiffening materials 6 and 6 to the steel frame materials 1 and 1 by bolts. Thus, the vibration proof damper structure is easily constructed, and can also be used for both span and column spacing, and the steel material for the damper is easily installed and replaced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于施工的防振阻尼器结构，可用于跨距和柱间距，并且容易地安装和更换用于阻尼器的钢材。解决方案：一对在轴向上以预定间隙布置的钢框架材料1和1通过用于具有低于钢框架材料1和1的屈服强度的阻尼器的钢材5接合。加固材料6 和6分别固定在用于阻尼器的钢材5的两侧部分。钢框架材料1和1通过将这些加强材料6和6通过螺栓连接到钢框架材料1和1通过加强材料6和6通过用于阻尼器的钢材5连接。因此，防振阻尼器结构容易构造，也可用于跨距和柱间距，并且用于阻尼器的钢材容易安装和更换。版权所有（C）2008，JPO＆INPIT

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