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1. 发明专利

JP2013122128A Soil improvement method 有权
标题翻译：土壤改良方法
公开(公告)号：JP2013122128A
公开(公告)日：2013-06-20
申请号：JP2011270497
申请日：2011-12-09
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社 , Naoaki Suemasa , 直晃末政
发明人： NAGAO KOICHI , MAEDA YUKIO , TSUJINO SHUICHI , SUEMASA NAOAKI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a method which improves earthquake resistance of subsoil by reinforcing a structure thereof in a manner that prevents microbubble from dissipating from an improvement object region when supplying the same with microbubble water and retains the microbubble in the improvement object region after supplying the same with the microbubble to maintain the improvement object region with a degree of saturation thereof reduced.SOLUTION: A soil improvement method reduces a degree of saturation of subsoil by supplying the same with microbubble water. The soil improvement method: forms a dissipation prevention region, which prevents microbubble in the microbubble water from dissipating, outside an improvement object region to be improved by supplying the same with the microbubble water; supplies the improvement object region with the microbubble water; and retains the microbubble in the improvement object region by preventing the microbubble from dissipating with the dissipation prevention region.
摘要翻译：要解决的问题：提供一种通过加强其结构，以防止微泡在将其与微泡水一起供应时从改善对象区域消散的方式来提高底土的抗震性的方法，并将微泡保持在改善中对象区域在将其提供给微泡之后保持其饱和度降低的改善对象区域。解决方案：土壤改良方法通过向微波炉供水而降低底土的饱和度。土壤改良方法：形成消散防止区域，防止微泡水中的微泡在改善对象区域外消散，并通过将其与微泡水一起提供而改善; 用微泡水供应改进对象区域; 并且通过防止微泡与消散防止区域一起散发，将微泡保持在改善对象区域中。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2007085069A Blasting compaction method 有权
标题翻译： BLASTING COMPACTION方法
公开(公告)号：JP2007085069A
公开(公告)日：2007-04-05
申请号：JP2005274901
申请日：2005-09-22
申请人： Sato Kogyo Co Ltd , Naoaki Suemasa , 佐藤工業株式会社 , 直晃末政
发明人： SUEMASA NAOAKI , NAGAO KOICHI , MAEDA YUKIO , TSUJINO SHUICHI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a blasting compaction method in which ground constituting particles are compacted at higher density, and which prevents the generation of a ground loosening phenomenon in or around blast holes.
SOLUTION: In this blasting compaction method, the many blast holes 4, 4 and 4 are formed at predetermined intervals in the ground, and explosives are inserted and installed in predetermined-depth positions of the blast holes 4, 4 and 4, and fired so that the ground can be compacted. Separately from the blast holes 4, many wells 1 for discharging pore water are provided in positions deep enough to reach a lower section of a soil improvement target layer G
I , or positions deep enough to pass through the layer G
I and reach a ground layer G
P on the downside of the layer G
I , and a forced water discharge means 3 which restricts a water suction section 2a is installed near the lower section of the well 1. In explosion, water is discharged by the means 3. Thus, in the layer G
I , the pore water is discharged while being guided downward, and increased pore water pressure is dissipated.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种爆破压实方法，其中将粉碎的构成颗粒以更高的密度压实，并且防止在孔中或周围产生地面松动现象。解决方案：在这种喷砂压实方法中，在地面上以预定间隔形成许多喷孔4，4和4，并将爆炸物插入并安装在喷孔4,4和4的预定深度位置，并开火，使地面可以压实。与喷孔4分开地，用于排出孔隙水的许多孔1设置在足够深的位置以到达土壤改良目标层G 的下部，或者足够深的位置以穿过层 G＆lt; SB＆gt; I＆lt; / SB＆gt;并且达到层G 的下侧的地层G P ，以及限制水的强制排水装置3 吸入部分2a安装在井1的下部附近。在爆炸中，水被装置3排出。因此，在层G I 中，孔隙水被向下引导时排出，并增加孔隙水压力消散。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2012207433A Pavement structure 审中-公开
标题翻译：摊铺结构
公开(公告)号：JP2012207433A
公开(公告)日：2012-10-25
申请号：JP2011073297
申请日：2011-03-29
申请人： Sato Kogyo Co Ltd , Watanabe Sato Co Ltd , 佐藤工業株式会社 , 株式会社佐藤渡辺
发明人： ORIMO TOSHIYASU , ITO TAKAYOSHI , TSUJINO SHUICHI , KIKUTA MICHINOBU , MINAMOTO ATSUSHI , ASANO KATSUMA , SAKAMOTO HISANOBU
IPC分类号： E01C11/24 , E01C7/14 , E01C7/32
摘要： PROBLEM TO BE SOLVED: To provide a pavement structure that decreases a road surface temperature by effectively utilizing rainwater and the like retained in a pavement.SOLUTION: A pavement structure 1 comprises: a surface layer 2 that is composed of a permeable area and a water-retentive area for retaining rainwater; a water retention and diffusion layer 4 that is formed astride the permeable area and water-retentive area of the surface layer 2 below them and that temporarily retains penetrating moisture and diffuses the moisture in a plane direction; and a base course 5 that is provided below the water retention and diffusion layer 4 and above a roadbed.
摘要翻译：要解决的问题：提供一种通过有效利用留在路面中的雨水等来降低路面温度的路面结构。解决方案：路面结构1包括：表面层2，其由可渗透区域和用于保持雨水的保水区域构成; 形成在其下方的表面层2的可渗透区域和保水区域周围形成并且暂时保持穿透水分并在平面方向上扩散湿气的保水扩散层4; 以及设置在保水扩散层4的下方和路基上方的基层5。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2006070504A Blasting compaction method 审中-公开
标题翻译： BLASTING COMPACTION方法
公开(公告)号：JP2006070504A
公开(公告)日：2006-03-16
申请号：JP2004253068
申请日：2004-08-31
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： MAEDA YUKIO , NAGAO KOICHI , TSUJINO SHUICHI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To apply a blasting compaction method also to the building lot ground, the road ground, a river dyke, or the like by positively controlling influence (ground deformation) on the peripheral ground adjoining an improved range.
SOLUTION: In this blasting compaction method, a large number of blast holes 3 are formed in the ground at predetermined spaces, and explosives are inserted and installed in the predetermined depth positions of the blast holes 3 and exploded to compact the ground, wherein wells 1 for dissipating excessive pore water pressure are provided beforehand at suitable spaces along a boundary at a boundary part between a soil improved range H and a private land area S where no ground deformation should occur, outside the soil improved range H.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过积极地控制与邻近改善范围的外围地面的影响（地面变形），对建筑物地面，路面，河堤等施加爆破压实方法。解决方案：在这种喷砂压实方法中，在预定的空间内在地面上形成大量的喷砂孔3，将爆炸物插入并安装在喷孔3的预定深度位置并分解成压碎地面，其中用于耗散过量孔隙水压力的井1预先在土壤改良范围H与土地变形不应发生的私人陆地区域S之间的边界部分的边界处的合适的空间处被提供在土壤改良范围内。
版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005290833A Intrusive body feed device to sub-grade etc 审中-公开
标题翻译：引导身体进给装置到等级等级
公开(公告)号：JP2005290833A
公开(公告)日：2005-10-20
申请号：JP2004107169
申请日：2004-03-31
申请人： Anderson Technology Kk , Japan Found Eng Co Ltd , Sato Kogyo Co Ltd , アンダーソンテクノロジー株式会社 , 佐藤工業株式会社 , 日本基礎技術株式会社
发明人： MURAMOTO TOSHIYUKI , IMAOKA HIKOZO , SUZUKI TETSUO , TSUJINO SHUICHI , MORISHITA MASATO , HONJO YOSHINARI , KUROMATSU KATSURO , NAGAMI AKIRA , SHINMACHI SHUICHI
IPC分类号： E21B3/02 , E02D7/26
摘要： PROBLEM TO BE SOLVED: To provide a feed device of a sub-grade intrusive body capable of making the occurrence of vibration of high frequency with small amplitude, contemplating the efficiency of boring efficiency and a pile intrusion efficiency, at the same time, lightening the burden imposed on bit to obtain long bit life, furthermore eliminating damage, etc. in a bearing part and, at the same time, substantially minimizing the occurrence of noises caused by the vibration.
SOLUTION: In the feed device 3 for penetrating into a sub-grade while giving torque and vibration together with driving force to a boring rod R to be held and mounted along a guide cell 2 in a forward and backward moveable manner, as a vibrating means in the feed device 3, a linear motor system is adopted, and a vibration driving body 16 connected to the sub-grade intrusive body R in the feed device through an intermediate member is reciprocated in the direction of the axis with the minute amplitude to make the occurrence of vibration.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够以小幅度发生高频振动的次级侵入体的进料装置，考虑到镗孔效率和桩侵入效率的同时，减轻施加在钻头上的负担以获得长时间的使用寿命，同时消除轴承部件中的损坏等，同时基本上最小化由振动引起的噪声的发生。解决方案：在进给装置3中，用于在向向前和向后移动的方向上沿导向单元2保持并安装的镗杆R的驱动力同时施加扭矩和振动的同时进入副档，作为进给装置3中的振动装置，采用线性马达系统，并且通过中间构件连接到进给装置中的次级侵入体R的振动驱动体16在轴线方向上以分钟振幅使振动发生。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004218378A Removing method for existing pile 有权
公开(公告)号：JP2004218378A
公开(公告)日：2004-08-05
申请号：JP2003009797
申请日：2003-01-17
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： MURAMOTO TOSHIYUKI , TSUJINO SHUICHI , MORISHITA MASATO
IPC分类号： E02D9/04
摘要： PROBLEM TO BE SOLVED: To provide a method for removing an existing pile, enabling a separation to cut off a frictional force between an existing pile and the natural ground even in a narrow place or a low-head space by a mechanized execution using a small apparatus.
SOLUTION: Surrounding the existing pile, an object for removal, an injection rod 8 with a jet hole 8a of an ultra-high pressure water on its tip end is inserted into the ground. By spraying the ultra-high pressure water during the intrusion or pulling-up process, the ground is cut into a panel-shape, which is repeated successively to form separation faces 9 of polygonal shape for surrounding an entire or a major part of the existing pile 1. Thereafter, the existing pile 1 is pulled out and removed.
COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2008145356A Method for measuring tension of embedded rod member 有权
标题翻译：测量嵌入式成员的张力的方法
公开(公告)号：JP2008145356A
公开(公告)日：2008-06-26
申请号：JP2006335186
申请日：2006-12-13
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： BAN SUSUMU , TSUJINO SHUICHI , KANEDA TOMOYUKI , INOUE KAZUHIRO , KUSAKARI MASAAKI , SUZUKI HITOSHI , TAKAHASHI MASAHITO
IPC分类号： G01L5/10
摘要： PROBLEM TO BE SOLVED: To provide a method for measuring a tension of an embedded rod member, which is realized by using a simple technique, readily measures the natural frequency and can estimate the tension, without having to make the vibrating string length of the existing rod in an embedded state exposed, even if the numerical value of the vibrating string length is unknown.
SOLUTION: The method for measuring the tension of the embedded rod member, which is a method for measuring the tension from a limited exposure length, without exposing the vibrating string length of an existing embedded rod member, even when the vibrating string length is unknown, comprises exposing a portion which is a vibratable length part in the vibrating string length of the rod member which is an object to be measured, by using a drilling means, a chipping means and the like; disposing a vibration sensor at the exposed portion; striking and vibrating the exposed portion by using a striking means, such as a hammer, and obtaining the natural frequency (f
i ) from the vibration detected by the vibration sensor; obtaining an apparent vibrating string length (L) of the rod member, from the relation between the natural frequency (f
i ) and the order of the vibration mode (i); and obtaining the tension (T).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种通过使用简单的技术来测量嵌入式杆构件的张力的方法，可以容易地测量固有频率并且可以估计张力，而不必使振弦的长度现有的杆在嵌入状态下暴露，即使振动弦长度的数值未知。解决方案：用于测量嵌入式杆构件的张力的方法，其是用于从暴露有限的长度测量张力的方法，而不暴露现有嵌入杆构件的振弦长度，即使当振弦长度是未知的，包括通过使用钻孔装置，碎片装置等将作为待测物体的杆构件的振弦长度中的可振动长度部分暴露出来; 在暴露部分设置振动传感器; 通过使用诸如锤子的击打装置对暴露部分进行打击和振动，并从振动传感器检测到的振动中获得固有频率（f i ）; 根据固有频率（f i ）与振动模式（i）的顺序之间的关系，获得杆构件的表观振弦长度（L）。并获得张力（T）。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007132115A Method of forecasting improvement effect by blasting compaction 有权
标题翻译：通过喷射压实预测改进效果的方法
公开(公告)号：JP2007132115A
公开(公告)日：2007-05-31
申请号：JP2005327333
申请日：2005-11-11
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： MAEDA YUKIO , NAGAO KOICHI , TSUJINO SHUICHI
IPC分类号： E02D3/10 , E02D1/00 , F42D3/00
摘要： PROBLEM TO BE SOLVED: To forecast a soil improvement effect by taking into consideration ground conditions and blasting specification conditions, and to thereby set blasting specifications with high accuracy.
SOLUTION: A water impact ratio U
d /σ
V ' is estimated from a relationship utilizing the fact that the water impact ratio U
d /σ
V ' and a scale distance D/W
1/3 that is obtained by dividing a distance D from a blasting location by a cubic root of a charged quantity W per stage are set in a logarithmic proportionality, and an excessive neutral pressure ratio U
r /σ
V ' is estimated from a relationship utilizing the fact that a cumulative water impact ratio ΣU
d /σ
V ' and the excessive neutral pressure ratio U
r /σ
V ' are set in a proportionality. Then the increasing magnification of a corrected Na value before and after the soil improvement is estimated from an estimated value of the excessive neutral pressure ratio U
r /σ
V ', and thus the soil improvement effect is forecasted.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过考虑地面条件和爆破规范条件来预测土壤改良效果，从而以高精度设定爆破规格。
解决方案：根据利用水冲击比U SB SB的事实估计水冲击比U SB / > /σ V ，以及通过将爆破位置的距离D除以充电量W的立方根而获得的刻度距离D / W 1/3 每个阶段被设置为对数比例，并且从利用累积水冲击比ΣU的事实的关系估计过大的中性压力比U S / S SB d /σ V '，并且过大的中性压力比U /σ V 。然后根据过大的中性压力比U＆lt; SB＆gt; /σ＆lt; SB＆gt;'的估计值估算土壤改良前后的校正Na值的增加倍率，因此预测土壤改良效果。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006207129A Pier construction of structure 有权
标题翻译：建筑结构
公开(公告)号：JP2006207129A
公开(公告)日：2006-08-10
申请号：JP2005016690
申请日：2005-01-25
申请人： Kawada Industries Inc , Sato Kogyo Co Ltd , Wakachiku Construction Co Ltd , 佐藤工業株式会社 , 川田工業株式会社 , 若築建設株式会社
发明人： TSUJINO SHUICHI , TAKEI SHIYUUEI , NABEYA MASASHI , NAGAFUJI MASAZUMI , NAKAYAMA HISASHI , FUKUSHIMA KENJI , SASAKI HIDETOMO , MUNEMURA MOTOHIRO , KIRIYAMA SHINOBU
IPC分类号： E01D19/02 , E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide a pier construction of a structure capable of simplifying a construction of a joint section between a pile head section and a pier column base section, carrying out construction work at a low cost in a state to save labor while absorbing slippage of the core of a pile and successively carrying out immediately the positioning of a pier and a superstructure work erection process without awaiting time after a pile body has been made.
SOLUTION: The construction of the joint section connecting the head section of the pile 2 to the column base section of the steel-made pier 3 comprises a group of a plurality of anchor bolts 6 burying the lower end sides in the pile head section, the first stage holding member 7 placed in a state to adjust a height position in the Z direction to screw sections of the group of anchor bolts, the second stage holding member 9 mounted on the upper surface of the first stage holding member 7 in a state to adjust a position in X-Y plane and a plurality of fitting metal fasteners 10, etc. interconnecting the first stage holding member 7 to the second stage holding member 9, and it is so constituted that a steel-made pier base section 3A is connected to the upper surface of the second stage holding member 9 with a bolt and that an encased concrete 5 is placed around the steel-made pier 3 including the joint section.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够简化桩头部分和墩柱基部之间的接合部分的结构的结构的墩架结构，在节省的状态下以低成本进行施工作业同时吸收堆芯的滑动，并且在桩体已经制成之后不等待时间，并且立即执行码头的定位和上层建筑工作架设过程。
解决方案：将桩2的头部连接到钢制墩3的柱基部的接合部的结构包括多个锚固螺栓6的一组，其将下端侧埋入桩头第一级保持构件7处于状态以调整Z方向的高度位置以使锚定螺栓组的螺旋部分，安装在第一级保持构件7的上表面上的第二级保持构件9 调整XY平面中的位置的状态以及将第一阶段保持构件7与第二阶段保持构件9相互连接的多个嵌合金属固定件10等构成，钢制墩架基部3A为通过螺栓连接到第二级保持构件9的上表面，并且将包裹的混凝土5放置在包括接合部的钢制墩3周围。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2006070503A Blasting compaction method 审中-公开
标题翻译： BLASTING COMPACTION方法
公开(公告)号：JP2006070503A
公开(公告)日：2006-03-16
申请号：JP2004253053
申请日：2004-08-31
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： MAEDA YUKIO , SHOJI YOHEI , NAGAO KOICHI , TSUJINO SHUICHI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To apply a blasting compaction method also to the building lot ground, the road ground, a river dyke, or the like by positively controlling influence (ground deformation) on the peripheral ground adjoining an improved range.
SOLUTION: In this blasting compaction method, a large number of blast holes 3 are formed in the ground at predetermined spaces, and explosives are inserted and installed in the predetermined depth positions of the blast holes 3 and exploded to compact the ground, wherein a wall body (a steel sheet pile) 1 for preventing or reducing the rise of pore water pressure in a private land area S caused by explosion is constructed beforehand at a boundary part between a soil improved range H and the private land area S where no ground deformation should occur, outside the soil improved range H.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过积极地控制与邻近改善范围的外围地面的影响（地面变形），对建筑物地面，路面，河堤等施加爆破压实方法。解决方案：在这种喷砂压实方法中，在预定的空间内在地面上形成大量的喷砂孔3，将爆炸物插入并安装在喷孔3的预定深度位置并分解成压碎地面，其特征在于，在土壤改良范围H与私人土地面积S之间的边界部分预先构成用于防止或减少由爆炸引起的私人陆地区域S中的孔隙水压力上升的壁体（钢板桩）1，不应发生地面变形，土壤外部改善范围H.版权所有（C）2006，JPO＆NCIPI

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