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1. 发明专利

JP2005232791A Pile embedding method, and pile embedding apparatus 审中-公开
标题翻译：嵌入式嵌入方法和嵌入式嵌入式设备
公开(公告)号：JP2005232791A
公开(公告)日：2005-09-02
申请号：JP2004043352
申请日：2004-02-19
申请人： Avolon Systmes Corp , Yamazaki Pile Kk , アボロンシステム株式会社 , 山崎パイル株式会社
发明人： TANAKA TSUGUYOSHI , ABE TATSUYA , NAKAZAWA KATSUHITO
IPC分类号： E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a pile embedding method for embedding a pile for reinforcing the ground as a foundation of a construction or a civil-engineering structure, wherein the pile can be penetrated into the ground without rotating the same, and wherein even a pile of a small diameter and of a low strength is available, and to provide an apparatus for use in the method.
SOLUTION: According to the pile embedding method, a bottom expansion plate (30) is attached to a lower edge of a hollow cylindrical casing (20) having excavation propelling blades (22) mounted on a peripheral surface thereof, and the casing is embedded in the ground (A) by applying a rotating force thereto from an auger drive unit (40), followed by inserting the pile (50) into the casing (20). Then the pile (50) is erected on the bottom expansion plate (30), and thereafter the bottom expansion plate (30) is separated from the casing (20), followed by draining up the casing (20) from the ground (A) by backward rotational driving of the auger drive unit (40), whereby only the pile (50) is embedded in the ground (A).
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于将用于加固地面的桩作为建筑物或土木工程结构的基础的桩嵌入方法，其中所述桩可以在不旋转所述桩的情况下穿透到地面中，并且其中即使是小直径和低强度的桩也是可用的，并且提供了用于该方法的装置。解决方案：根据桩嵌入方法，底部膨胀板（30）附接到具有安装在其周向表面上的挖掘推进叶片（22）的中空圆柱形壳体（20）的下边缘，并且壳体通过从螺旋推进器驱动单元（40）向其施加旋转力，然后将桩（50）插入壳体（20）中而嵌入地面（A）中。然后将该桩（50）竖立在底部膨胀板（30）上，然后将底部膨胀板（30）与壳体（20）分离，然后将壳体（20）从地面（A）排出，通过螺旋推运器驱动单元（40）的向后旋转驱动，由此只有桩（50）嵌入地面（A）中。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2007291667A Rotary press-driving pile device and method of burying pile 有权
标题翻译：旋转式压力传动装置及其堆垛方法
公开(公告)号：JP2007291667A
公开(公告)日：2007-11-08
申请号：JP2006118981
申请日：2006-04-24
申请人： Avolon Systmes Corp , Manakku Kk , Yamazaki Pile Kk , アボロンシステム株式会社 , マナック株式会社 , 山崎パイル株式会社
发明人： ABE TATSUYA , NAKAZAWA KATSUHITO , KOMORI AKIHIKO , KUWABARA TAKESHI , FUJITA TOSHINOBU , HAGIWARA MASAAKI
IPC分类号： E02D5/72 , E02D5/54 , E02D7/22 , E02D13/00
摘要： PROBLEM TO BE SOLVED: To provide a rotary press-driving pile device capable of constructing a portion for supporting a pile under the pile after the pile is inserted into the ground.
SOLUTION: This rotary press-driving pile device 1 is connected to the lower end of the pile buried in the ground and inserted into the ground together with the pile. The rotary press-driving pile device comprises a rotating shaft 10 inserted into the pile and normally and reversely rotated around the axis of the pile, an excavating member 20 engaged with the lower end of the rotating shaft 10 projecting from the lower end of the pile and excavating the ground by normally or reversely rotating, a compacting member 30 to which the lower end of the pile is connected and which pushes out the excavated sediment to the outside by engaging with the excavating member 20 and normally rotating. The rotating shaft 10 and the excavating member 20 are engaged with each other when the rotating shaft 10 is normally or reversely rotated. The excavating member 20 and the compacting member 30 are engaged when the excavating member 20 is normally rotated.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在将桩插入地面之后构建用于支撑桩下的桩的部分的旋转式压力驱动桩装置。
解决方案：该旋转式压力驱动桩装置1连接到埋在地下的桩的下端，并与桩一起插入地面。旋转式压力驱动桩装置包括：插入桩中的旋转轴10和围绕桩的轴线正常且反向旋转的挖掘构件20，与从桩的下端突出的旋转轴10的下端接合的挖掘构件20 通过正常或反向旋转来挖掘地面，一个压实构件30，桩的下端连接到该压实构件30上，并且通过与挖掘构件20接合并正常旋转而将挖出的沉积物推出到外部。当旋转轴10正转或反转时，旋转轴10和挖掘构件20彼此接合。当挖掘构件20正常旋转时，挖掘构件20和压实构件30接合。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2005232806A Auger rod engagement/disengagement determining gauge 审中-公开
标题翻译： AUGER ROD参与/取消测量
公开(公告)号：JP2005232806A
公开(公告)日：2005-09-02
申请号：JP2004043703
申请日：2004-02-19
申请人： Avolon Systmes Corp , Yamazaki Pile Kk , アボロンシステム株式会社 , 山崎パイル株式会社
发明人： TANAKA TSUGUYOSHI , ABE TATSUYA , NAKAZAWA KATSUHITO
IPC分类号： E02D13/06 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide an auger rod engagement/disengagement determining gauge which facilitates easy drawing-up of an auger rod from a bottom expansion plate after embedding and penetration of a hollow pile.
SOLUTION: The gauge 10 is formed of a recessed thrust gauge 30 housed in a housing groove 21 formed in a gauge base board 20 in a manner slidable along an arcuate track, and a protruding thrust gauge 40 housed in the recessed thrust gauge 30 in a manner slidable along the arcuate track. The protruding thrust gauge 40 is slid such that its slide stroke corresponds to each rotating angle of the auger rod 60, and the protruding thrust gauge 40 and the recessed thrust gauge 30 are made engageable with/disengageable from each other. When both the thrust gauges 30, 40 are engaged with each other, they are unitarily slid in an engaging direction, and in this manner the engagement/disengagement between the auger rod 60 and the bottom expansion plate 70 is reproduced by the thrust gauge 10, and therefore by visually checking the thrust gauge 10, disengagement of the auger rod 60 from the bottom expansion plate 70 is easily carried out.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种螺旋钻杆接合/分离确定量规，其有利于在嵌入和穿透中空桩之后从底部膨胀板容易地绘制螺旋钻杆。解决方案：仪表10由凹入的推力计30形成，凹入的推力计30容纳在形成在量规基板20中的容纳凹槽21中，该基准板以沿弓形轨迹滑动的方式，以及容纳在凹入的推力计 30以沿弓形轨迹滑动的方式。突出的推力计40滑动使得其滑动行程对应于螺旋推杆60的每个旋转角度，并且突出的推力计40和凹入的推力计30彼此接合/可分离。当两个推力计30和40彼此接合时，它们在啮合方向上一体地滑动，以这种方式，螺旋推杆60和底部膨胀板70之间的接合/分离由推力计10再现，因此通过目视检查推力计10，容易进行螺旋推杆60与底部膨胀板70的分离。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2009174232A Foundation pile construction method 有权
标题翻译：基金会施工方法
公开(公告)号：JP2009174232A
公开(公告)日：2009-08-06
申请号：JP2008015631
申请日：2008-01-25
申请人： Manakku Kk , Yamazaki Pile Kk , マナック株式会社 , 山崎パイル株式会社
发明人： FUJITA TOSHINOBU , TANAKA TSUGUYOSHI , KOMORI AKIHIKO , KUWABARA TAKESHI , ABE TATSUYA , NAKAZAWA KATSUHITO
IPC分类号： E02D5/50 , E02D5/72 , E02D7/00 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a foundation pile construction method which is excellent in workability and positively obtains support force even if a long pile body is employed.
SOLUTION: The foundation pile construction method is carried out by using an auger having an excavating blade, and a rotary pressing pile device 1 having an excavating blade 16 larger than the pile body 2 on a distal end 3 of the pile body 2 and pressed for excavation by axial rotation. According to the method, the ground is preliminarily excavated by the auger to form an excavated hole 61, and a foot protection liquid is injected to a lower portion of the excavated hole 61 to form a foot protection portion 62 formed of a mixture consisting of the foot protection liquid and soil, followed by drawing up the auger 51. After back filling discharged soil into the excavated hole 61, the rotary pressing pile device 1 is axially rotated to pressing the pile body 2 into the excavated hole 61. By virtue of the preliminary excavation of the auger 51, even a long pile is easily built in, and by virtue of the foot protection portion 62 formed by the auger 51, predetermined support force is obtained.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种施工性优异的基础桩施工方法，即使使用长桩体也能正确地获得支撑力。解决方案：通过使用具有挖掘刀片的螺旋推运器和在桩体2的远端3上具有大于桩体2的挖掘刀片16的旋转压桩装置1进行基桩施工方法并通过轴向旋转按压挖掘。根据该方法，通过螺旋钻预先挖掘地面以形成挖掘孔61，并且将脚保护液体注入到挖掘孔61的下部，以形成脚部保护部62，该脚保护部62由脚部保护液体和土壤，然后画出螺旋钻51.将排出的土壤回填到挖掘孔61中之后，旋转压桩装置1轴向旋转以将桩体2压入挖掘孔61中。由于螺旋推运器51的初步挖掘，即使是长桩也容易内置，并且由于由螺旋推运器51形成的脚部保护部62，获得了预定的支撑力。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2012144914A Unsolidified liquid sampling device 有权
标题翻译：不溶解液体取样装置
公开(公告)号：JP2012144914A
公开(公告)日：2012-08-02
申请号：JP2011004486
申请日：2011-01-13
申请人： Manac Inc , Nippon Koatsu Concrete Kk , Sanwa Kizai Co Ltd , Yamazaki Pile Kk , マナック株式会社 , 三和機材株式会社 , 山崎パイル株式会社 , 日本高圧コンクリート株式会社
发明人： ADACHI TOSHIHARU , KOMORI AKIHIKO , NAKAZAWA KATSUHITO , YAMAZAKI KAZUO , TANAKA TOSHIO
IPC分类号： E02D1/04 , E02D5/34 , G01N1/08 , G01N1/12
摘要： PROBLEM TO BE SOLVED: To reliably sample unsolidified liquid at a desired sampling site without using a hydraulic cylinder or the like.SOLUTION: In an unsolidified liquid sampling device, a middle cylinder and an outer cylinder are fitted with each other expansively in the axial direction, a spring is internally mounted for constantly springing the inner and outer cylinders in their elongating directions, an unsolidified liquid intake port opened in one of the inner and outer cylinders is so positioned as to be closed during the contraction of the inner and outer cylinders and opened during the elongation of the inner and outer cylinders, a side groove extending in the peripheral direction and a longitudinal groove extending in the bus-line direction continuously with the side groove are formed in the peripheral wall of the outer cylinder, and a stop pin protruded on the outer peripheral face of the inner cylinder is so positioned that, when the stop pin is locked into the side groove, the inner and outer cylinders are held in a contracted condition to close the unsolidified liquid intake port, against the spring, and when the stop pin is moved into the longitudinal groove, the springing force of the spring works in the elongating direction of the inner and outer cylinders to open the unsolidified liquid intake port.
摘要翻译：要解决的问题：为了在不使用液压缸等的情况下可靠地将未固化的液体在所需的取样位置取样。
解决方案：在非固化液体取样装置中，中筒和外筒在轴向方向上相互宽敞地安装，内部安装弹簧，用于使内筒和外筒在其伸长方向上不断地弹起，未固化在内筒和外筒中的一个中打开的液体吸入口在内筒和外筒的收缩期间被定位成闭合，并且在内外筒的伸长期间打开，在周向延伸的侧槽和在外筒的周壁上形成有沿着总线方向与侧槽连续延伸的纵向槽，并且在内筒的外周面上突出的止动销的位置使得当止动销被锁定时内侧和外侧气缸保持在收缩状态，使非固化液体吸入口相对于弹簧关闭，并且当止动销移动到纵向槽中时，弹簧的弹力沿着内外筒的伸长方向工作，以打开非固化液体进入口。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2005083154A Foundation pile structure using prefabricated concrete pile, and construction method of foundation pile 有权
标题翻译：基础桩结构使用预制混凝土桩，基础桩施工方法
公开(公告)号：JP2005083154A
公开(公告)日：2005-03-31
申请号：JP2003319323
申请日：2003-09-11
申请人： Maeda Seikan Kk , Manakku Kk , Nippon Concrete Ind Co Ltd , Nippon Hume Corp , Nippon Koatsu Concrete Kk , Yamazaki Pile Kk , マナック株式会社 , 前田製管株式会社 , 山崎パイル株式会社 , 日本コンクリート工業株式会社 , 日本ヒューム株式会社 , 日本高圧コンクリート株式会社
发明人： YAMADA SATORU , TSUDA KAZUYOSHI , OSHIMA AKIRA , YAMANAKA NORIAKI , KOMORI AKIHIKO , NAKAZAWA KATSUHITO
IPC分类号： E02D5/50 , E02D5/44 , E02D5/48
摘要： PROBLEM TO BE SOLVED: To provide a foundation pile structure using a prefabricated concrete pile capable of maintaining a function even after a great earthquake by holding down to the damage of only a pile bottom part without breaking the whole enlarged bulb even under the action of vertical load exceeding the limit load of a pile lower end part.
SOLUTION: The lower end of the prefabricated concrete pile A integrally has a large diameter part 21 inserted into a diameter enlarged part 31 at the lower end of a prefabricated pile insertion hole 30. The large diameter part 21 is of cylindrical shape almost equal in diameter from the upper end to a pile lower end face and provided with one or more circumferentially continuous annular recessed grooves 23a of shallow bottom at a part. The inside of the annular recessed groove 23 is filled with cast-in-place concrete 32, and the groove width of the annular recessed groove 23a is sized to cause micro slip to the surface of the large diameter part and the cast-in-place concrete by vertical load smaller than the limit bearing power at the lower end of the enlarged bulb.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种使用预制混凝土桩的地基桩结构，即使在大地震之后仍能保持功能，只要保持仅桩底部的损坏，而不会破坏整个放大的灯泡，即使在垂直载荷超过桩下端部极限载荷的作用。
解决方案：预制混凝土桩A的下端整体地具有插入预制桩插入孔30的下端的直径扩大部31中的大直径部21。大直径部21几乎为圆柱形从上端到绒头下端面的直径相等，并且在一部分上设置有一个或多个浅底部的周向连续的环形凹槽23a。环形凹槽23的内部填充有现浇混凝土32，并且环形凹槽23a的槽宽被设计成使微小的滑动到大直径部分的表面和就地放置混凝土垂直载荷小于放大灯泡下端的极限承载力。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2005009198A Rotary press-driving pile device 审中-公开
标题翻译：旋转式压力传动装置
公开(公告)号：JP2005009198A
公开(公告)日：2005-01-13
申请号：JP2003175439
申请日：2003-06-19
申请人： Manakku Kk , Yamazaki Pile Kk , マナック株式会社 , 山崎パイル株式会社
发明人： FUJITA TOSHINOBU , TANAKA TSUGUYOSHI , KOMORI AKIHIKO , KUWABARA TAKESHI , ABE TATSUYA , NAKAZAWA KATSUHITO
IPC分类号： E02D5/72 , E02D5/54 , E02D7/20 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To provide a rotary press-driving pile device which exerts a consolidation effect to the periphery of a pile, and is excellent in excavation efficiency.
SOLUTION: A flange-shaped enlarged-base board 12 has apertures 13 formed therein which are almost in parallel with a diameter-directional segment S of a tip 3 and located on a rotating directional side. The enlarged-base board has upper blades 14 extending upward in a direction opposite to a rotating direction, at the edge 13A of the aperture 13, on the rotating directional side, and lower blades 15 extending downward in the rotating direction, at the edge 13B of the aperture 13, on a side opposite to the rotating directional side. Since the aperture 13 is almost in parallel with the diameter directional segment S and located on the rotating directional side, the upper blade 14 and the lower blade 15 are located on the rotating directional side. Therefore when the tip 3 is rotated, the upper blade 14 and the lower blade 15 press earth on the front side of a diameter location, and a pressing force generates a force to press the earth in an outer peripheral direction, to thereby improve the consolidation effect on the periphery of the pile.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种对桩周围施加固结效果的旋转式压力驱动桩装置，挖掘效率优异。解决方案：法兰形扩大基板12具有形成在其中的孔13，它们与尖端3的直径方向的段S几乎平行并且位于旋转方向侧。放大基板具有在旋转方向相反的方向上向上延伸的上叶片14，在旋转方向侧的孔13的边缘13A处，沿着旋转方向向下延伸的下叶片15，在边缘13B 在与旋转方向侧相反的一侧上。由于孔13几乎与直径方向段S平行并且位于旋转方向侧，所以上刀片14和下刀片15位于旋转方向侧。因此，当尖端3旋转时，上刀片14和下刀片15在直径位置的前侧按压地面，并且按压力产生沿外周方向按压地面的力，从而改善固结对桩周边的影响。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004308292A Excavation head for embedding prefabricated pile 有权
公开(公告)号：JP2004308292A
公开(公告)日：2004-11-04
申请号：JP2003104738
申请日：2003-04-09
申请人： Maeda Seikan Kk , Manakku Kk , Nippon Concrete Ind Co Ltd , Nippon Hume Corp , Nippon Koatsu Concrete Kk , Yamazaki Pile Kk , マナック株式会社 , 前田製管株式会社 , 山崎パイル株式会社 , 日本コンクリート工業株式会社 , 日本ヒューム株式会社 , 日本高圧コンクリート株式会社
发明人： YAMADA SATORU , TSUDA KAZUYOSHI , OSHIMA AKIRA , YAMANAKA NORIAKI , KOMORI AKIHIKO , NAKAZAWA KATSUHITO
IPC分类号： E21B10/44 , E02D7/00 , E21B10/32
摘要： PROBLEM TO BE SOLVED: To provide an excavation head for embedding a prefabricated pile capable of reducing a deviation in the excavating direction during excavating work.
SOLUTION: Two sheets of spiral blades 24 are prepared with 180 degrees deviation at the periphery of the center axis 20. The lower end edges 25 of both spiral blades 24 are arranged mutually symmetrically around the rotary axial center of the center axis and a plurality of excavation bits are respectively provided at the lower end edge. The sum of products of the width of each excavation bit and the distance from the center axis is made substantially equal at both sides of the center axis forming the boundary.
COPYRIGHT: (C)2005,JPO&NCIPI

9. 发明专利

JP2004308291A Excavation head for embedding existing pile with enlarging bit 有权
公开(公告)号：JP2004308291A
公开(公告)日：2004-11-04
申请号：JP2003104735
申请日：2003-04-09
申请人： Maeda Seikan Kk , Manakku Kk , Nippon Concrete Ind Co Ltd , Nippon Hume Corp , Nippon Koatsu Concrete Kk , Yamazaki Pile Kk , マナック株式会社 , 前田製管株式会社 , 山崎パイル株式会社 , 日本コンクリート工業株式会社 , 日本ヒューム株式会社 , 日本高圧コンクリート株式会社
发明人： YAMADA SATORU , TSUDA KAZUYOSHI , OSHIMA AKIRA , YAMANAKA NORIAKI , KOMORI AKIHIKO , NAKAZAWA KATSUHITO
IPC分类号： E21B10/32 , E02D7/00 , E21B7/00
摘要： PROBLEM TO BE SOLVED: To provide an excavation head for embedding an existing pile with an enlarging bit having a less soil discharging resistance due to a spiral blade when excavating by positive rotation.
SOLUTION: The excavation head is provided with a spiral blade 24 at the periphery of the center axis 20 and has an excavation bit 26 at the lower end, and also has an enlarging bit 31 protruding to the periphery in the reverse rotation. The base end side of the enlarging bit 31 is turnably supported on the slant face along the surface against the spiral blade. A stopper 34b supporting the back face of the blade in the condition that the enlarging bit 31 rises on the surface of the spiral blade 24 in the excavation head turning-radius direction, is projected.
COPYRIGHT: (C)2005,JPO&NCIPI

10. 发明专利

JP2001271342A EARTHQUAKE-RESISTANT CONCRETE PILE AND MANUFACTURING METHOD THEREFOR 失效
公开(公告)号：JP2001271342A
公开(公告)日：2001-10-05
申请号：JP2000082292
申请日：2000-03-23
申请人： MIURA FUSANORI , TOYO ASANO FOUND CO LTD , YAMAZAKI PILE KK , UBE INDUSTRIES
发明人： ASAI YOICHI , NAKAZAWA KATSUHITO , MATSUNAGA ATSUSHI
IPC分类号： E02D5/30
摘要： PROBLEM TO BE SOLVED: To provide a concrete pile having an earthquake resistance with a high energy absorption of seismic force. SOLUTION: An elastic body 5 is inserted between two sheets of doughnut- shaped intermediate plates 4a, 4b, and outer peripheral end portions of these intermediate plates 4a, 4b are embedded with more than one earthquake-resistant members 20 fitted and cramped with a sheath pipe 2 having a channel-shaped cross section 2 at more than one place in the middle of a pile body 8 in the axial direction in this concrete pile.

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