专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JPH06317079A HAMMER GRAB FOR CAST-IN-PLACE PILE CONSTRUCTION 失效
公开(公告)号：JPH06317079A
公开(公告)日：1994-11-15
申请号：JP12996693
申请日：1993-05-06
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 , YAGI TOSHIO , YAMAGUCHI SEIYA
IPC分类号： E02F3/47 , E21B11/04
摘要： PURPOSE:To increase the take-in amount of excavated earth and sand by installing an elevating/sinking frame which elevates and sinks in association with the motion of a wire rope within the body of a hammer grab, furnishing a plurality of links to transmit the motion of the frame to a pair of shells, and coupling one-side ends of these links with the two ends of each shell. CONSTITUTION:In the condition that a latch 3 installed at a hammer grab is hitched at a hitch piece 12, the body 1 of the hammer grab is hung by a wire rope 17. At this time, shells 20 are in opened condition, and if the wire rope 17 is paid off to permit the grab body 1 to fall, the shells 20 bite into the earth deeply, so that the take-in amount of the excavated earth and sand increases wherein the earth and sand have no risk of extruding from the joining faces of the shells 20. When the shells 20 bite into the earth, their tips receive a vertical load due to collision with the ground, but because the two ends of each shell 20 are coupled with links 36 and the shells 20 are supported on an elevating/sinking frame 6 through the links 36 and a beam 30, the load is transmitted to the frame 6 from the ends of the shells 20.

2. 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.

3. 发明专利

JP2019019458A 地盤改良工法および円柱状改良体审中-公开
公开(公告)号：JP2019019458A
公开(公告)日：2019-02-07
申请号：JP2017135713
申请日：2017-07-11
申请人： SEKISUI HOUSE KK , TAIYO KISO KOGYO KK
发明人： YAGI MASAO , MATSUMOTO YASUSHI , MATSUTANI YUJI , KATO YUKIMASA , HATTORI KENJI , YONEMURA TAKESHI
IPC分类号： E02D3/12
摘要：【課題】掘削土と結合材との固化混合物からなる円柱状改良体の内部に、結合材のみからなる芯体を形成する地盤改良工法において、掘削孔の底部から結合材が土壌中に流出するのを防ぎ、芯体を均整な形状に形成して、安定した支持力を得る。【解決手段】掘削孔40内に結合材を注入し、掘削土と結合材とを攪拌混合して未固化の混合物5を生成した後、掘削孔40の軸心部分に結合材を追加的に注入し、未固化の混合物5の内部に結合材のみからなる未固化の芯部6を柱状に形成して、それらを固化させることにより、固化混合物50からなる円柱状改良体の内部に結合材のみからなる芯体60を形成するに際し、掘削孔40の最底部に届かない位置に芯底蓋材3を配置して、芯底蓋材3よりも上方に未固化の芯部6を形成するための結合材を注入することで、芯体60を掘削孔40の最底部41よりも上方に離隔させて均整に形成する。【選択図】図4

4. 发明专利

JP2012149517A Ground improving agitation device 有权
标题翻译：接地改善激活装置
公开(公告)号：JP2012149517A
公开(公告)日：2012-08-09
申请号：JP2012113993
申请日：2012-05-18
申请人： Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社
发明人： KATO YUKIMASA , HATTORI KENJI , HAYASHI KENTA
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improving agitation device for which the durable period of an agitation blade is made longer than before.SOLUTION: In the ground improving agitation device including a rotary shaft 11 to be rotated by a drive unit, an excavation blade provided on the distal end of the rotary shaft 11, and agitation blades 12 provided less on the distal end part side than the excavation blade, each agitation blade 12 is configured by fixing a planar member 122 arranged in the direction of pushing through a solidification material and excavated sediment to a blade body 121 in a round bar shape. Since the blade body 121 is in the round bar shape, agitation resistance is smaller than that of an agitation blade comprising planar members as before. Thus, even in the case of agitating the unit amount of excavated sediment, the drive unit of small output is sufficient. Also, the planar member 122 pushes through the solidification agent and the excavated sediment that are being agitated, and reduces loads applied to the blade body 121. Since the loads locally applied to the agitation blade 12 are reduced in such a manner, damages such as a break of the agitation blade 12 are prevented. Thus, the durable period of the agitation blade 12 is made longer than before.
摘要翻译：要解决的问题：提供一种改善搅拌装置，使搅拌叶片的耐久期比以前更长。解决方案：在包括由驱动单元旋转的旋转轴11的地面改善搅拌装置中，设置在旋转轴11的远端上的挖掘刀片和更少设置在远端部侧的搅拌叶片12 每个搅拌叶片12通过将沿着固化材料的推进方向布置的平面构件122固定在圆棒状的叶片体121上而构成。由于叶片体121为圆棒形状，因此如前所述，搅拌阻力小于包括平面部件的搅拌叶片的搅拌阻力。因此，即使在搅拌挖掘的沉积物的单位量的情况下，小输出的驱动单元就足够了。此外，平面构件122推动正在被搅动的凝固剂和被挖掘的沉积物，并且减小施加到叶片主体121的负载。由于局部施加到搅拌叶片12上的载荷以这种方式减小，防止了搅拌叶片12的断裂。因此，使搅拌叶片12的耐久期比以前更长。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011202355A Method for creating underground structure with standard bubble stabilizing liquid 有权
标题翻译：用标准泡沫稳定液制造地下结构的方法
公开(公告)号：JP2011202355A
公开(公告)日：2011-10-13
申请号：JP2010067735
申请日：2010-03-24
申请人： Maguma:Kk , Sumitomo Mitsui Construction Co Ltd , Taiyo Kiso Kogyo Kk , Takenaka Doboku Co Ltd , Toda Constr Co Ltd , Waseda Univ , 三井住友建設株式会社 , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 戸田建設株式会社 , 有限会社マグマ , 株式会社竹中土木
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , HIRAI TAKU , UKEKAWA MAKOTO , MIYATA KATSUTOSHI
IPC分类号： E02D5/18 , E02D5/20 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To prevent a fall in sticking property between a reinforcement and concrete due to clay that causes a fall in the performance of a structure in creating a cast-in-place concrete pile or a concrete underground continuous wall, to prevent formation of a hardly water permeable layer due to clay of a hole wall surface that degrades the performance of the cast-in-place concrete pile, to dispense with dredging due to settlement of large grain size grit soil in a bubble stabilizing liquid and to properly use the bubble stabilizing liquid for stabilizing the hole wall and bubble slurry for excavation to facilitate sludge disposal of bubbles in excavated soil.SOLUTION: An excavated wall surface is stably held using the standard bubble stabilizing liquid with a fixed physical property value. The standard bubble stabilizing liquid is repeatedly used as the supply and recovery process, and excavation is carried out using excavation bubble slurry obtained by adding bubbles or water into excavated soil, and mixing and stirring them into a suspended state with a rotary blade of an excavator for the purpose of excavation and sludge. A mixing preventing bulkhead is used so as not to mix the standard bubble stabilizing liquid and the excavation bubble slurry.
摘要翻译：要解决的问题：为了防止由于粘土引起的钢筋和混凝土之间的粘附性降低，导致在产生现浇混凝土桩或混凝土地下连续墙的结构的性能下降，以防止形成由于孔壁表面的粘土导致的难以渗水的层，其降低现浇混凝土桩的性能，以免由于气泡稳定液体中的大粒度砂土沉降引起的疏浚，并适当地使用用于稳定孔壁的泡沫稳定液和用于挖掘的气泡浆料，以便于在开挖的土壤中污泥处理泡沫。解决方案：使用具有固定物理性质的标准气泡稳定液稳定地保持挖掘的墙壁表面。重复使用标准的气泡稳定液作为供应和回收过程，并使用通过在挖土中加入气泡或水而获得的挖掘气泡浆料进行挖掘，并用挖掘机的旋转叶片将其混合并搅拌成悬浮状态用于挖掘和污泥的目的。使用混合防止舱壁，以便不混合标准气泡稳定液体和开挖气泡浆料。

6. 发明专利

JP2009235809A Construction method for dismantlement and removal of underground structure having foundation pile 审中-公开
标题翻译：用于拆除和拆除基础桩的地下结构的施工方法
公开(公告)号：JP2009235809A
公开(公告)日：2009-10-15
申请号：JP2008084436
申请日：2008-03-27
申请人： Kanto Kiso Kogyo Kk , Sanshin Corp , 三信建設工業株式会社 , 関東基礎工業株式会社
发明人： TOKOROSAKI SHIGERU , MATSUMOTO YOSHIO , YAMAZAKI JUNICHI
IPC分类号： E02D29/045 , E04G23/08 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for the dismantlement and removal of underground structures having foundation piles and can safely and reliably dismantle and safely remove an underground structure having foundation piles constructed adjacently to adjacent land without having to use earth retainers such as sheet piles.
SOLUTION: The construction method for the dismantlement and removal of underground structures having foundation piles includes a first process for arranging in a planar form and boring a plurality of boreholes passed through a wall, which constitutes a shell part of an underground structure facing the boundary of adjacent land, downward below the ground of the adjacent land, installing a removal ground anchor or ground reinforced earth etc. to each borehole to apply earth retaining supports, and fixing the wall to the ground of the adjacent land; a second process for forming a hollow space by dismantling and removing inside underground structures such as inside slabs, inside columns, partition walls, pressure-resistant plates, etc. except the wall constituting the shell part or walls and columns; a third process for removing foundation piles of the underground structure and backfilling their remains of removal; and a fourth process for sequentially backfilling hollow spaces corresponding to removed parts with earth and sand each time the wall or the walls and the columns are sequentially cut and removed from their lower parts.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于拆除和拆除具有基础桩的地下结构的施工方法，并且可以安全可靠地拆除并安全地拆除具有与邻近地面相邻的基础桩的地下结构，而不必使用接地保持器如片桩。解决方案：用于拆除和拆除具有基础桩的地下结构的施工方法包括以平面形式布置的第一工艺，并且钻穿通过壁的多个钻孔，所述孔构成地下结构的外壳部分邻近地面的边界，相邻陆地下方的下方，向每个钻孔安装移走地面锚或地面加固土等，以施加地球保持支撑，并将墙壁固定在相邻地面的地面上; 用于通过拆除和除去构成外壳部分或壁和柱的壁之外的诸如内部板坯，内部柱，隔壁，耐压板等的地下结构中的方式来形成中空空间的第二工艺; 拆除地下结构的基础桩的第三个过程，并回填他们的遗体; 每当将壁或壁和柱依次从其下部切割并从其下部移除时，第四种方法用于随着砂土逐渐地填充与去除的部分对应的中空空间。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009115118A Composite vibration-damping material 审中-公开
标题翻译：复合振动阻尼材料
公开(公告)号：JP2009115118A
公开(公告)日：2009-05-28
申请号：JP2007285483
申请日：2007-11-01
申请人： Daido Steel Co Ltd , Kiso Kogyo Kk , 大同特殊鋼株式会社 , 木曽興業株式会社
发明人： SUMITA MASAO , WATABE KENJI , MURASE KAZUTAKA
IPC分类号： F16F15/02 , B32B15/06 , B32B15/08
摘要： PROBLEM TO BE SOLVED: To provide a vibration-damping material exhibiting shape stability required for the vibration-damping material, exhibiting high damping capacity to a region where amplitude distortion is large, capable of exhibiting the damping capacity even in a region where the amplitude distortion is small, and capable of restraining minute vibration.
SOLUTION: The composite vibration-damping material comprising at least two vibration-damping alloy plate members and an organic polymer based vibration damping layer arranged between the vibration-damping alloy plate members is characterized in that the vibration-damping alloy plate member includes a twinned damping alloy, and the organic polymer based vibration damping layer includes an organic polymer matrix material, and at least one kind of a damping agent included in the organic polymer matrix material.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种表现出减振材料所需的形状稳定性的振动阻尼材料，对振幅变形大的区域表现出高的阻尼能力，即使在振幅变形小，能够抑制微小振动。解决方案：包括至少两个减振合金板构件和布置在减震合金板构件之间的有机聚合物基振动阻尼层的复合减震材料的特征在于，减振合金板构件包括双轴阻尼合金，有机聚合物基振动阻尼层包括有机聚合物基质材料和包含在有机聚合物基质材料中的至少一种阻尼剂。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2006070564A Pumping device 有权
标题翻译：泵送装置
公开(公告)号：JP2006070564A
公开(公告)日：2006-03-16
申请号：JP2004255187
申请日：2004-09-02
申请人： Sunayama Kiso Kogyo Kk , 砂山基礎工業株式会社
发明人： SUNAYAMA KIYOICHI
IPC分类号： E02D19/10 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To restrain noise of a vacuum deep well system pumping device; and to realize a small scale of the device.
SOLUTION: The vacuum deep well system pumping device has a casing pipe 10 embedded in a well W of the ground E, a separator tank 15 arranged in the casing pipe and having an opening lower part, a pumping pump 16 arranged in the separator tank, and a vacuum pump 18 for reducing pressure of the inside of the separator tank. An upper end part of the casing pipe 10 has a cooling water tank 10 for storing a part of underground water pumped by the pumping pump 16. An exhaust system of the vacuum pump 18 is communicated with the inside of the casing pipe 10, and is constituted so as to supply cooling water of a cooling water tank 14 to a cooler of the vacuum pump 18. Noise is restrained by shutting up the noise of the vacuum pump 18 in the casing pipe 10.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：抑制真空深井系统泵送装置的噪声; 并实现小规模的设备。解决方案：真空深井系统泵送装置具有嵌入在地面E的井W中的套管10，布置在套管中并具有开口下部的分离罐15，布置在其中的泵送泵16 分离罐，以及用于减小分离罐内部的压力的真空泵18。套管10的上端部具有冷却水箱10，用于储存由泵送泵16泵送的地下水的一部分。真空泵18的排气系统与套管10的内部连通，为构成为将冷却水箱14的冷却水供给到真空泵18的冷却器。通过关闭套管10内的真空泵18的噪音来抑制噪音。（C）2006 ，JPO＆NCIPI

9. 发明专利

JP2005194789A Rotating device for steel pipe pile 有权
标题翻译：钢丝管旋转装置
公开(公告)号：JP2005194789A
公开(公告)日：2005-07-21
申请号：JP2004002778
申请日：2004-01-08
申请人： Sekisui House Ltd , Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社 , 積水ハウス株式会社
发明人： TAKAMORI HIROSHI , MURASHIMA MASANORI , HORI KAZUO , IMAI KINJI , KATO YUKIMASA
IPC分类号： E02D5/56 , E02D7/22 , E02D13/00
摘要： PROBLEM TO BE SOLVED: To provide a rotating device for a steel pipe pile capable of accurately transmitting rotational force to steel pipe piles with different diameters with lightweight and simple constitution.
SOLUTION: This rotating device 100 for the steel pipe pile is provided with a cap 101 for loosely fitting a base end part of a steel pipe pile body 1A; a locking member 102 engaged with a projecting piece 4 of the steel pipe pile body 1A; a guide member 103 guiding the locking member 102 in a radially projecting/receding manner from the inner periphery of the cap 101; and a stopper 104 inserted through positioning holes 23, 24 suitably bored in the locking member 102 and the guide member 103 to regulate the projecting position of the locking member 102 into a requested position, to inhibit the radial movement of the locking member 102.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够以重量轻且简单的结构将具有不同直径的钢管桩精确地传递旋转力的钢管桩的旋转装置。解决方案：用于钢管桩的该旋转装置100设置有用于松散地装配钢管桩体1A的基端部的盖101; 与钢管桩体1A的突出片4接合的锁定构件102; 引导构件103，其从锁盖101的内周向径向突出/后退地引导锁定构件102; 以及通过适当地钻在锁定构件102中的定位孔23,24和引导构件103插入的止动件104，以将锁定构件102的突出位置调节到请求位置，以阻止锁定构件102的径向移动。 P>版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2003311251A Method for conditioning contaminated soil 有权
标题翻译：污染土壤调控方法
公开(公告)号：JP2003311251A
公开(公告)日：2003-11-05
申请号：JP2002116944
申请日：2002-04-19
申请人： Fuji Kiso Kogyo Kk , Towa:Kk , 株式会社藤和 , 藤基礎工業株式会社
发明人： ENDO KAZUHISA , SAKUMA MITSUYOSHI , SUZUKI SUKEMOTO
IPC分类号： B09C1/02 , B09C1/00 , B09C1/08 , C02F11/00 , C09K17/02 , C09K17/10 , C09K101/00
摘要： PROBLEM TO BE SOLVED: To provide a contaminated soil conditioning method by which the contaminated soil can be conditioned simply at a low cost and in which the contaminated soil and water can be decontaminated by replacing the contaminated soil with a slurried carbonized adsorbent to adsorb a toxic substance on the adsorbent.
SOLUTION: A hole 2 reaching the contaminated soil 20 from the earth's surface is dug in the ground. An injection pipe 3 having jet nozzles 18a, 18b fit to the tip side for jetting water 15, air 16 and slurried bamboo charcoal powder 17 is inserted into the ground through the hole 2. The contaminated soil is agitated by jetting the water 15 and the air 16 from the nozzle 18a while pulling and rotating the pipe 3. The slurried contaminated soil 20A is discharged to the ground from the space between the hole 2 and the pipe 3. The powder 17 is jetted from the nozzle 18b arranged in the lower part so that the slurried carbonized adsorbent being the powder 17 is filled in the empty space part formed by discharging the slurried contaminated soil.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供污染的土壤调节方法，通过该方法污染的土壤可以简单地以低成本进行调理，并且可以通过用浆化的碳化吸附剂代替污染的土壤来污染污染的土壤和水，吸附有毒物质。解决方案：从地球表面到达污染土壤20的孔被挖在地上。具有喷射嘴18a，18b的注射管3，其通过孔2插入到地面中。喷射管18a，18b配合到用于喷射水15的末端侧，空气16和浆状竹炭粉末17通过喷射水15和同时拉动和旋转管道3，从喷嘴18a排出空气16.浆状污染土壤20A从孔2和管3之间的空间排放到地面上。粉末17从布置在下部的喷嘴18b喷出使得作为粉末17的浆状碳化吸附剂填充在通过排出淤浆污染的土壤而形成的空间部分中。版权所有（C）2004，JPO

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式