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41. 发明专利

JP2002302943A SPACER FOR CAGE 失效
公开(公告)号：JP2002302943A
公开(公告)日：2002-10-18
申请号：JP2001109734
申请日：2001-04-09
申请人： TAIYO KISO KK
发明人： UMEZAKI TAKEFUMI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a spacer for securing concrete covering depth of main reinforcement bars of a cage in a cast-in-place pile construction method or the like which completely dispenses with welding to the cage, and which can be easily installed to any position in the cage. SOLUTION: This spacer 10 to be installed on an outer side surface of the cage 1 is composed of a roughly U-shape or arc-shaped protruded part 11 protruded along a main reinforcing bar axis direction toward the outer side perpendicularly to a main reinforcing bar, a lock part 12 comprising a pair of insert pieces 12a integrally provided at an upper part of the protruded part 11 to be inserted from the underside to the inner side of a hoop bar 3 to hold the main reinforcing bar 2, and an engagement part 14 integrally provided with a lower part of the protruded part 11 and having an engagement groove 13 to be engaged with the main reinforcing bar from a lateral direction. The insert piece 12a is inserted inwardly of the hoop bar 3, and the engagement part 14 is caulked, so that the engagement groove 13 is engaged with the main reinforcing bar 2, thereby the spacer 10 can be easily fixed to the position of the main reinforcing bar of the cage 1 without welding at a main reinforcing bar position in the cage.

42. 发明专利

JPH09242059A MONITORING AND REGISTERING DEVICE FOR SAND DRAIN EXECUTION METHOD 失效
公开(公告)号：JPH09242059A
公开(公告)日：1997-09-16
申请号：JP4925996
申请日：1996-03-06
申请人： KENSETSU BORING KK , SANSHIN KENSETSU KOGYO KK , SEIWA KIKO KK , TAIYO KISO KK , TOUMEI KAIHATSU KK , NIPPON KISO KOGYO KK , FUDO GIKEN , MURAZUMI KENSETSU KK , HITACHI KENSETSU KK , MIRUTSUKUSU KK , SHINKO TSUSHO KK , IWANO BUSSAN KK , NICHIEI KOGYO KK , KOYO KK , CHIYODA CHEM ENG CONSTRUCT CO , CHUO DENSHI KEISOKU KK
发明人： GOMI HIROSHI , KAWASHIMA YOSHITOSHI , YAMADA TSUNEMITSU , SUZUKI TSUGIO , TERASAKA AKIRA , WATANABE KENJI , ODA TAKEHIRO , TSUJIMURA AKIRA , INOUE KENJI , KAMIMURA KAZUYOSHI , ASAI HIROSHI , ISONO NOBUTERU , ABE MINORU , TSURUOKA TATSUHIKO , OMORI MASAJI , MATSUMOTO HIDEKI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To dispense with a person to watch the execution of work and improve service by automatically gathering data for confirming the laying condition of sand drain. SOLUTION: A pile driver is furnished with a depth measuring meter 2. display screen 5, touch pannel 7, data processor 3 and data registor 6. In an office at construction site, a data reader 20, table forming unit 21, printer 22, data writing unit 27 and pile driving plan input unit 28 are arranged. The unit 28 inputs pile driving plan information preliminarily to a memory card 4. The information is transmitted to a pile driving planning unit 17 through the card 4. The delivery of data between the units 6, 20 is carried out through the card 4. Accordingly, automatical collection of data for confirming the constructin state of sand drain can be made.

43. 发明专利

JPH07197761A HAMMER GLOVE FOR PLACING CAST-IN PLACE PILE 失效
公开(公告)号：JPH07197761A
公开(公告)日：1995-08-01
申请号：JP35342593
申请日：1993-12-30
申请人： SOSHIN KENSETSU KK , SHIN NIPPON KOKUDO KOGYO KK , HITACHI CONSTRUCTION MACHINERY , HOKKAIDO KIKAI KAIHATSU KK , NISSHIN KISO KOGYO KK , TAIYO KISO KK , KISO KOGYO KK , TOYO TECHNO KK
发明人： NAKO MASAMI , KANEOKA RYUICHI , KUSUMI HIROSHI , KUMAGAI TOSHIHISA , SHIMAMURA MITSUAKI , CHIKASAWA SUMIO , FUJIKI HIDENORI , SASAKI MINORU , YAMAGUCHI SEIYA
IPC分类号： E02F3/47 , E21B11/04
摘要： PURPOSE:To improve the taking-in and discharge performance of excurvated sand and earth without drop resistance in water. CONSTITUTION:A rising/falling frame 6 with a plurality of shieves 8 mounted thereon is arranged in a hammer glove main body 1 so that the frame 6 can move up and down according to the movement of a wire rope 10. In the frame 6 a vertical hollow part is formed with the lower shieve 8 or a spring 42 is shifted to an inner wall side. The total area of drain holes 32d, 45a, 45b in the main body 1 is made larger than the water passing area of any portion of cross sectional part of the frame 6. At an upper part of the frame 6, the multiple hammer shieves 8 are arranged to be close to the inner wall of the main body 1 while a shieve shaft 7 is arranged in the radial direction of the main body 1. One end of each link 36 transmitting the movement of the frame 6 to a pair of shells 20 is connected to both ends of each shell 20.

44. 发明专利

JPH051419A SLIME TREATMENT METHOD FOR EXPANDED BOTTOM DRILLED HOLE AND DEVICE THEREFOR 失效
公开(公告)号：JPH051419A
公开(公告)日：1993-01-08
申请号：JP15175491
申请日：1991-06-24
申请人： TAIYO KISO KK
发明人： MATSUKI TOMIZO , FUJIKI HIDENORI
IPC分类号： E02D15/06
摘要： PURPOSE:To enable slime to be easily treated by providing an agitation vane at the end of a discharge tube, a submersible pump at the intermediate section of the tube and further a swivel at the upper part of the tube. CONSTITUTION:A suction port 12 is provided at the end of a discharge tube 1, and agitation vanes 2 are fitted at both sides of the port 12. Also, a submersible pump 5 is installed at the intermediate section of the tube 1, and a swivel 6 is fitted to the upper part of the tube 1 for connection to a rotary kelly-bar 7, a hydraulic tube 8, an electric conduit 9 and a discharge port 10. Then, the vanes 2 as folded are inserted in a vertical hole A having an expanded bottom drilled with a drilling mud construction method. Then, the vanes 2 are expanded and continuously rotated at the expanded bottom. Sedimentary slime is agitated and mixed with drilling mud via the rotation of the vanes 2, pumped up through the suction port 12 and tube 1 via the operation of the pump 5, and discharged to the ground from the discharge port 10. Thereafter, the tube 1 is lifted up, and a reinforcement cage is inserted in the hole A and filled with concrete, thereby forming a pile. According to this construction, slime can be easily treated by rotating the vanes 2 after expansion or contraction to suit the size of the expanded bottom section.

45. 发明专利

JPS51122259A SAND PILING HOPPER 失效
公开(公告)号：JPS51122259A
公开(公告)日：1976-10-26
申请号：JP4683075
申请日：1975-04-17
申请人： TAIYO KISO KK
发明人： YAMANE TSUNEO
IPC分类号： B65D88/26 , B65G65/40
摘要： PURPOSE:Sand piling hopper allowing easy mounting of sand bag and allowing smooth supply of sand.

46. 发明专利

JPS5179916A SANDODOREENKOHO 失效
公开(公告)号：JPS5179916A
公开(公告)日：1976-07-12
申请号：JP11270272
申请日：1972-11-09
申请人： TAIYO KISO KK
发明人： YAMAGUCHI SHIRO
IPC分类号： E02D3/10

47. 发明专利

JP2014177794A Step processing method for drilling hole 有权
标题翻译：用于钻孔的步骤处理方法
公开(公告)号：JP2014177794A
公开(公告)日：2014-09-25
申请号：JP2013051602
申请日：2013-03-14
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Kumagai Gumi Co Ltd , 株式会社熊谷組 , Japan Pile Corp , ジャパンパイル株式会社 , Taiyo Kiso Kk , 大洋基礎株式会社 , Daiho Constr Co Ltd , 大豊建設株式会社 , Tokyu Construction Co Ltd , 東急建設株式会社 , Toyo Techno Corp , 東洋テクノ株式会社 , Nishimatsu Constr Co Ltd , 西松建設株式会社 , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： SANO DAISAKU , TAGUCHI TOMOYA , MORI TAKESHI , OGAWA ATSUSHI , IIDA TSUTOMU , HATTORI KEISHO , FUJIKI HIDENORI , KAWANISHI YUKI , KOBAYASHI KOJI , ENOMOTO TAKESHI , YAJIMA JUNJI , NAKAZAWA FUTA , MIYAMOTO KAZUYUKI , YAMADA MASAKI , ARAI TOSHIAKI , TAKAHASHI KOJI , MATSUKI KAZUHIKO , MIYATA KATSUTOSHI
IPC分类号： E02D15/06 , E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a step processing method for drilling hole that can solve a problem in which a conventional step processing method for drilling hole requires a bucket for drilling dedicated to a diameter expansion part and is thereby high in manufacture cost and construction cost and long in construction period.SOLUTION: A step processing device 1 for drilling hole is constituted which comprises: a rod suspended from a kelly-bar; a bucket for drilling provided at a lower end part of the rod; an expansion blade which is provided on the rod, and swings to be made compact within a diameter range of the bucket for drilling when stored, and projects and swings from the diameter range of the bucket for drilling when expanded to obliquely drill a step part of a hole wall through rotation of the kelly-bar; and a swing driving device provided on the rod so as to make the expansion blade swing. In a step processing device for drilling hole, the step processing device for drilling device 1 drills a step part formed in a drilling hole in a tapered shape with the enlargement blade 5.
摘要翻译：要解决的问题：为了提供一种能够解决现有的钻孔的步骤加工方法需要专用于直径扩张部的钻头的铲斗的钻孔的阶梯加工方法，从而制造成本和施工成本高并且施工期长。构造：用于钻孔的阶梯处理装置1，其包括：从凯利杆悬挂的杆; 用于钻杆的铲斗，设置在杆的下端部分; 设置在杆上的膨胀叶片，并且在储存时在铲斗的直径范围内变得紧凑的摆动，并且当膨胀的铲斗的直径范围从膨胀的铲斗的直径范围突出并摆动以斜向钻出步骤部分一个孔壁通过旋转的凯利杆; 以及设置在杆上以使膨胀叶片摆动的摆动驱动装置。在用于钻孔的台阶处理装置中，用于钻孔装置1的台阶处理装置用放大刀5钻出形成在具有锥形的钻孔中的台阶部分。

48. 发明专利

JP2011157773A Device and method for compaction of ground 审中-公开
标题翻译：地面压实装置及方法
公开(公告)号：JP2011157773A
公开(公告)日：2011-08-18
申请号：JP2010021709
申请日：2010-02-03
申请人： Maeda Corp , Mg:Kk , Taiyo Kiso Kk , 前田建設工業株式会社 , 大洋基礎株式会社 , 株式会社エムジー
发明人： KAWAMURA HIDEAKI , TAJIMA YUJI , MATSUSHIMA HITOBUMI , MOTOI MITSUO
IPC分类号： E02D3/046 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To provide a device and a method for compaction of the ground, of which the method can be applied to the hard ground or the ground containing masses of rock or coarse-grained materials, and which can reduce the cost and period of construction and can improve the construction quality.
SOLUTION: A penetration assisting device 10 is fitted to the part lower than a rotary position of a front end opening/closing panel 30 fitted to a front end of a penetration rod penetrating into the ground for compaction. The penetration assisting device 10 is tapered from a maximum diameter part D positioned at a longitudinal intermediate part toward a front end and a base end.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于压实地面的装置和方法，其可以将该方法应用于硬质地面或含有岩石或粗粒材料的地面，并且可以减少成本和施工期限，可以提高施工质量。解决方案：将穿透辅助装置10装配到比安装在穿入地面的用于压实的穿透杆的前端的前端开/关板30的旋转位置更低的部分。穿透辅助装置10从位于纵向中间部分朝向前端和基端的最大直径部分D逐渐变细。版权所有（C）2011，JPO＆INPIT

49. 发明专利

JP2011032702A Method and apparatus for constructing soil improving pile 有权
标题翻译：用于建筑土壤改良桩的方法和装置
公开(公告)号：JP2011032702A
公开(公告)日：2011-02-17
申请号：JP2009178939
申请日：2009-07-31
申请人： Aomi Construction Co Ltd , Maeda Corp , Taiyo Kiso Kk , Toyo Constr Co Ltd , あおみ建設株式会社 , 前田建設工業株式会社 , 大洋基礎株式会社 , 東洋建設株式会社
发明人： SHIMIZU HIDEKI , ISANO TAKASHI , SATO HIDEYUKI , ITAGAKI KOZO , SASAKI TAKANORI
IPC分类号： E02D3/08
摘要： PROBLEM TO BE SOLVED: To provide a method and apparatus for efficiently constructing a soil improving pile with a large bore without carrying out driving-back by a casing pipe.
SOLUTION: The apparatus for constructing the soil improving pile includes an upper casing pipe 1 with a diameter smaller than the finish diameter of the constructed soil improving pile; a lower casing pipe 2 formed in a bore equal to the finish diameter of the constructed pile and protrusively provided at the tip of the upper casing pipe 1; a pair of preceding parts 3, 3 protrusively provided at the tip of the lower casing pipe 2; and an angle part 4 protrusively provided between the preceding parts 3, 3. The preceding parts 3, 3 are provided hanging by a predetermined length below the lower casing pipe 2 while facing in the diametrical direction of the lower casing pipe 2 at a space equivalent to the finish diameter of the constructed soil improving pile. The angle part 4 is formed of two boring parts 4a, 4a into equilateral angle shape with the lower end projected upward from the side view.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于有效地构造具有大孔的土壤改良桩的方法和装置，而不用套管进行回退。解决方案：用于构造土壤改良桩的装置包括直径小于构造的土壤改良桩的最终直径的上套管1; 形成在与构成的桩的精加工直径相等的孔中并突出地设置在上套管1的前端的下套管2; 一对前部3,3突出地设置在下套管2的前端; 以及突出地设置在前述部件3,3之间的角部4。前述部件3,3设置在下部壳体管2的下方以规定的长度悬挂，同时在下部壳体管2的直径方向上以相等的空间到建筑土壤改良桩的最终直径。角部4由两个镗孔部4a，4a形成为从侧面向上突出的下端的等边角形状。版权所有（C）2011，JPO＆INPIT

50. 发明专利

JP2004036225A Binding ring 审中-公开
公开(公告)号：JP2004036225A
公开(公告)日：2004-02-05
申请号：JP2002194838
申请日：2002-07-03
申请人： Taiyo Kiso Kk , 大洋基礎株式会社
发明人： MIYASAKA TAKAAKI
IPC分类号： E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a binding ring to be used for binding reinforcing bars together in construction work for a reinforced concrete structure.
SOLUTION: This binding ring for binding the reinforcing bars which are arranged inside a reinforced concrete construction is formed in a round cord shape; a fitting part 2 for binding, into which a fitting hole is drilled, is provided at a base end; and a protrusion 3 for binding is provided to a tip end.
COPYRIGHT: (C)2004,JPO

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