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21. 发明专利

JP2006138089A Method of connecting prestressed concrete steel, and prestressed concrete steel 有权
标题翻译：连接预制混凝土钢和预制混凝土钢的方法
公开(公告)号：JP2006138089A
公开(公告)日：2006-06-01
申请号：JP2004327265
申请日：2004-11-11
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KUDO YASUSHI
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a method of connecting prestressed concrete steel, and the prestressed concrete steel enabling anyone to easily and quickly perform screw pitch adjusting work of prestressed concrete steel without relying on a skilled worker, which results in improving workability in the case of connecting in the developed state of a cage body using the prestressed concrete steel and in the case of connecting in the contracted state of the cage body making the most of characteristics of the cage body particularly using strands.
SOLUTION: A projecting part 21 provided at a tip surface 23a of an apartment block 7a fixed to the upper end of the strand 3 of the cage body 1a is fitted into a recessed part 25 provided at a tip surface 23b of an apartment block 7b fixed to the lower end of the strand 3 of the cage body 1b. Axes of the tip surface 23a and tip surface 23b thereby coincide with each other, and the axes of the apartment block 7a and apartment block 7b coincide with each other to ensure the continuity of a screw 33a and a screw 33b. A screw coupler 9 is then screwed into a boundary part between the apartment block 7a and apartment block 7b.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种连接预应力混凝土钢和预应力混凝土钢的方法，使任何人都可以方便快捷地进行预应力混凝土钢的螺距调整工作，而不依靠技术工人，这样可以提高加工性在使用预应力混凝土钢连接在笼体的展开状态的情况下，以及在笼体的收缩状态下连接的情况下，特别是使用绞线使笼体的特性最为特别。解决方案：设置在固定到保持架主体1a的绞线3的上端的公寓座7a的尖端表面23a处的突出部21装配到设置在公寓的尖端表面23b处的凹部25中块体7b固定在笼体1b的股线3的下端。尖端表面23a和尖端表面23b的轴彼此重合，并且公寓座7a和公寓块7b的轴线彼此重合以确保螺钉33a和螺钉33b的连续性。然后将螺钉联接器9拧入公寓楼7a和公寓楼7b之间的边界部分。版权所有（C）2006，JPO＆NCIPI

22. 发明专利

JP2003121278A DETECTION METHOD AND DEVICE OF ANCHOR INTRODUCTION LOAD, AND PROGRAM 审中-公开
公开(公告)号：JP2003121278A
公开(公告)日：2003-04-23
申请号：JP2001316014
申请日：2001-10-12
申请人： SHIKOKU ELEC POWER , YONDEN GIJUTSU CONSULTANT KK , KAJIMA CORP , SE CORP
发明人： OKADA EISHIN , TANAKA KUNIYASU , KUSANAGI SATOSHI , TSUKADA TAKU , MORI TAKAYUKI , OHASHI WATARU
IPC分类号： G01L5/00
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for detecting the introduction load of an anchor by a simple nondestructive inspection. SOLUTION: A vibration frequency F generated by the blow of a residual length part 5a of an existing anchor with a lower part locked to and tightly stretched on a ground-based structure 7 by an excess length L0 from the end of a head part 5 of the anchor 2 with its lower part fixed to the ground 1 is measured. By using a reference anchor similar to the existing anchor 2, the relationship 38 between the vibration frequency F of the anchor by the blow of the excess length part 5a of the head part 5 and the introduction load G is experimentally found. Based on the measurement value of the vibration frequency F of the existing anchor 2 and the experimentally found relationship 38 between the vibration frequency F and the introduction load G, the introduction load G of the existing anchor 2 is detected. Preferably, the excess length L0 of the existing anchor 2 is measured, the relationship 38 is found for every excess length L0, and the introduction load G of the existing anchor 2 is detected based on the measurement values of the vibration frequency F and the excess length L0 of the existing anchor 2 and the relationship 38.

23. 发明专利

JP2001081784A GRATING CRIB CONSTRUCTION METHOD 失效
公开(公告)号：JP2001081784A
公开(公告)日：2001-03-27
申请号：JP25879899
申请日：1999-09-13
申请人： SE CORP
发明人： IMAEDA YOSHIMOTO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method in which the full-face greening of the face of a slope is enabled by simple execution regarding the grating crib construction method of the face of the slope. SOLUTION: A wire netting 1 is laid so as to cover a ground, an anchor material 6 is disposed at the proper position of the ground 3, wires 8 are laid on the wire netting in a latticed shape, a plate 9, to which recessed grooves 9b, 9c for inserting the wires are formed, is installed at the head section of the anchor material, and reaction is taken in the anchor material 6 and the wires 8 and the wire netting 1 are pushed against the ground 3 through the plate 9. The whole surface of the ground 3 is greened by a greening material 12.

24. 发明专利

JP2001064914A DISPLACEMENT RESTRICTION DEVICE-CUM-BRIDGE FALL PREVENTION DEVICE 失效
公开(公告)号：JP2001064914A
公开(公告)日：2001-03-13
申请号：JP23961799
申请日：1999-08-26
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , SE CORP
发明人： MIYAGUCHI TOMOKI , TANBA NORIO , HIRAYAMA AKIRA , KIBE HIROSHI , MORIYA YOSHIYA
IPC分类号： E01D19/04 , E01D2/00 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a displace restriction device-cum-bridge fall prevention device installed in a bridge or the like, capable of coping with displacement in an ordinary earthquake. SOLUTION: A connection member 4 having a specified length is installed and stoppers 5, 6 are attached to both ends of the connection member 4 to prevent a bridge girder from falling from an abutment or a bridge pier. In this case, displacement restriction devices 7 restricting the horizontal displacement of the girder 3 are put between the stoppers 5, 6.

25. 发明专利

JP2000273861A NON-PRESSURE PLATE ANCHOR AND CONSTRUCTION METHOD THEREFOR 失效
公开(公告)号：JP2000273861A
公开(公告)日：2000-10-03
申请号：JP8146899
申请日：1999-03-25
申请人： SE CORP
发明人： KOBORI KATSUHIRO , SUDO YOSHIHIRO
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To dispense with a conventional large-sized pressure plate and form an anchor fixation part by a simple structure in a permanent anchor to be embedded in the ground for stabilizing a sloped ground surface in which the ground is likely to loosen and reinforcing a retaining wall and an anchor construction method therefor. SOLUTION: A tendon 4 arranged in a hole 3 digged over an immovable layer 2a and a movable layer 2b with a clearance, a fixing body provided in a lower end part of the tendon and arranged in the immovable layer, and a fixing body 5 provided on an upper end part side of the tendon and arranged in the movable layer are provided. This non-pressure plate anchor also consists of a pressure support pipe 6 which is arranged between the fixing body 5 in the movable layer and a fixing part A of an upper end part of the tendon and transmits tensile reaction force of the tendon after tensioning the fixing body 5 in the movable layer.

26. 发明专利

JP2013166679A Method for manufacturing concrete molded body 审中-公开
标题翻译：制造混凝土模体的方法
公开(公告)号：JP2013166679A
公开(公告)日：2013-08-29
申请号：JP2012032299
申请日：2012-02-17
申请人： Se Corp , 株式会社エスイー
发明人： TAKIZAWA TSUTOMU , MAEDA HIROKI , OKAMURA TAKUYA
IPC分类号： C04B40/02
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method capable of obtaining a concrete molded body having a highly strength in which a water/cement ratio is small and which substantially does not contain bubbles in a shorter time than in a conventional method.SOLUTION: In a method for manufacturing a concrete molded body making uncured concrete, thereafter casting the same in a mold, solidifying the same, to obtain a concrete molded body having a high strength, an irradiating time of microwaves is obtained based on a water/cement ration when making the concrete, the concrete is casted into the mold, thereafter atmosphere in which the concrete is present is made a decompressed condition and the concrete is irradiated with the microwaves in the irradiating time.
摘要翻译：要解决的问题：提供一种制造方法，其能够获得具有高水平/高水平的混凝土模制体，其中水/水泥比小，并且在比传统方法更短的时间内基本上不含有气泡。解决方案：在制造未固化混凝土的混凝土模制体的方法，然后将其浇铸在模具中，使其固化，得到具有高强度，微波照射时间的混凝土模制体，基于水/水泥比，制成混凝土，将混凝土浇铸到模具中，然后将存在混凝土的气氛作为减压条件，并在照射时间内用微波照射混凝土。

27. 发明专利

JP2008057109A Anchoring device for tendon and anchoring method for tendon 有权
标题翻译：用于TENDON的锚固和锚固方法的锚固装置
公开(公告)号：JP2008057109A
公开(公告)日：2008-03-13
申请号：JP2006231562
申请日：2006-08-29
申请人： Fuji Ps Corp , Se Corp , 株式会社エスイー , 株式会社富士ピー・エス
发明人： TANAKA YASUCHIKA , KIBE HIROSHI , KAWADA HIROSHI
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To anchor a tension member in an already constructed structural body even when a space for rotating the tendon cannot be ensured on the outside of the structural body and the tendon has no sufficient torsional rigidity. SOLUTION: This anchoring device 1 for anchoring the tendon 9 to be anchored in the structural body 8 after constructing the structural body 8 is composed of an anchoring member 2 to be buried in the structural body 8 rotatably and a pipe member 3 having such inside diameter that allows insertion of the tendon 9, connected with the anchoring member 2 at one end, exposed on a surface of the structural body 8 at the other end, and arranged in the structural body 8 to rotate together with the anchoring member 2. By rotating the pipe member 3, the anchoring member 2 is rotated. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使在结构体的外侧不能确保用于旋转腱的空间的情况下，也可以将已经构造的结构体中的张紧构件锚固，并且腱没有足够的扭转刚性。解决方案：在构造结构体8之后，锚固在结构体8中的锚固装置1的锚固装置1由可旋转地埋在结构体8中的锚固构件2和具有这样的内径允许在一端与固定构件2连接的腱9在另一端暴露在结构体8的表面上，并且布置在结构体8中以与锚定构件2一起旋转通过旋转管构件3，锚定构件2旋转。版权所有（C）2008，JPO＆INPIT

28. 发明专利

JP2007205113A Connecting device for structure 有权
标题翻译：连接结构的设备
公开(公告)号：JP2007205113A
公开(公告)日：2007-08-16
申请号：JP2006027894
申请日：2006-02-06
申请人： Se Corp , 株式会社エスイー
发明人： KIBE HIROSHI , SUEMUNE HIROYUKI , FUJITA NORIKAZU
IPC分类号： E01D19/04
摘要： PROBLEM TO BE SOLVED: To freely adjust the erection angle of a tension member to a bracket and to allow the tension member to follow the change of the erection angle in spite of simple structure in a connecting device impeding the relative displacement, exceeding a fixed quantity, of an upper structure to a lower structure or to another upper structure between the upper structure and the lower structure displaceable relative to each other, or between the upper structures. SOLUTION: The connecting device 1 is composed of a bracket 2 fixed to the upper structure or the lower structure 10; an intermediate part connecting member 4 connected rotatably around a shaft 3 parallel with a fixed surface; and an end connecting member 6 connected rotatably around a shaft 5 in a direction to intersect the shaft 3, while the end of the tension member 7 erected between the upper structure and lower structure 10 or between the upper structures is connected to the end connecting member 6. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了自由地将张紧构件的架设角度调整到支架，并且允许张紧构件尽可能接近竖立角度的变化，尽管在阻碍相对位移的连接装置中结构简单，超过固定数量的上部结构到下部结构或上部结构和下部结构之间的另一个上部结构可相对于彼此移位或在上部结构之间移动。
解决方案：连接装置1由固定到上部结构或下部结构10的支架2构成; 连接构件4，其可旋转地围绕轴3平行于固定表面连接; 以及端部连接构件6，其以与轴3相交的方向围绕轴5可旋转地连接，同时竖立在上部结构和下部结构10之间或上部结构之间的张力构件7的端部连接到端部连接构件 6.版权所有（C）2007，JPO＆INPIT

29. 发明专利

JP2006274726A Spacer 有权
标题翻译： SPACER
公开(公告)号：JP2006274726A
公开(公告)日：2006-10-12
申请号：JP2005097904
申请日：2005-03-30
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA , KUDO YASUSHI
IPC分类号： E02D5/34 , E04C5/02 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a spacer capable of being installed in a basket body in advance before constructing the basket body using a strand into a hole.
SOLUTION: This spacer 17 composed of a circular arc main body 23, a welded end part 19 provided at one end of the main body 23, and a folding-back member 21 provided at the other end of the main body 23 is formed by bending a steel plate. The spacer 17 is installed in the basket body 7 composed of a tie hoop 13 and the strand 15 being a shaft bar while the basket body 7 is contracted or elongated. In this spacer 17, the main body 23 protrudes in the direction of outer periphery of the basket body 7 and is arranged to cross the tie hoop 13 orthogonally, and the welded end part 19 is fixed to the tie hoop 13 of the basket body 7. When switching a condition of the basket body 7 from a contracted condition to an elongated condition and from the elongated condition to the contracted condition, a plurality of tie hoops 13 in the basket body 7 move in the vertical direction for the folding-back member 21 of the spacer 17. The folding-back member 21 comes into contact with the tie hoop 13 while the basket body 7 is elongated.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在将筐体构造成孔之前，预先安装在筐体中的间隔件。解决方案：由圆弧主体23，设置在主体23的一端的焊接端部19和设置在主体23的另一端的折回构件21构成的间隔件17是通过弯曲钢板形成。间隔件17安装在由绑带13组成的篮状体7中，并且当筐体7收缩或伸长时，该杆15是轴杆。在该间隔件17中，主体23向篮体7的外周方向突出，并且正交地配置在横套13上，焊接端部19固定在篮状体7的环箍13上当将筐体7的状态从收缩状态切换到细长状态并从细长状态切换到收缩状态时，筐体7中的多个连接环13在垂直方向上移动，用于折回构件折叠构件21在筐体7伸长时与绑环13接触。版权所有（C）2007，JPO＆INPIT

30. 发明专利

JP2006089960A Joining tool and cage body 有权
标题翻译：接合工具和笼体
公开(公告)号：JP2006089960A
公开(公告)日：2006-04-06
申请号：JP2004274453
申请日：2004-09-22
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , KUDO YASUSHI
IPC分类号： E02D5/34 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a joining tool capable of providing high workability and high economic efficiency, and sufficiently reducing the length of a cage body and the cage body in those steps such as the mounting of the tool on a strand, the mounting of the tool on a band reinforcement, and the assembly of the cage body.
SOLUTION: The strand 3 is passed through a sleeve 9 to which one end of a screw stud 15 is fixed to a weld part 23 and a resin 19 is filled in the sleeve 9 to form the strand 3 integrally with the sleeve 9. Also, an angle material 11 is welded to the band reinforcement 5. The screw stud 15 fixed to the sleeve 9 is inserted into a washer and the angle material 11 fixed to the band reinforcement 5, and nuts 16 and 17 are threaded onto a screw part 21. While a cross hatch angle between the band reinforcement 5 and the strand 3 is varied by rotating a tubular member 9 relative to the angle material 11, the strand 3 is spirally formed and a distance between the band reinforcements 5 disposed is gradually reduced to reduce the length of the cage body 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够提供高加工性和高经济效率的接合工具，并且在诸如将工具安装在绞线上的那些步骤中充分减小笼体和保持架主体的长度，将工具安装在带子加强件上，以及组合笼体。解决方案：将线3穿过套筒9，螺钉15的一端固定到焊接部分23上，并且将树脂19填充到套筒9中以与套筒9一体地形成股线3 此外，将角材料11焊接到带状加强件5.固定到套筒9的螺柱15插入到垫圈中，并且将角材11固定到带加强件5上，并且螺母16和17被拧到通过使管状构件9相对于角度材料11旋转来改变带增强件5和股线3之间的交叉影线角度，螺旋形地形成股线3，并且设置的带状增强件5之间的距离逐渐变大减少了笼体1的长度。版权所有（C）2006，JPO＆NCIPI

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