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1. 发明专利

JP2009155051A Inflatable bag 有权
标题翻译：充气袋
公开(公告)号：JP2009155051A
公开(公告)日：2009-07-16
申请号：JP2007335527
申请日：2007-12-27
申请人： Ashimori Ind Co Ltd , Sumirin Base Techno Corp , Sumitomo Forestry Co Ltd , スミリンベーステクノ株式会社 , 住友林業株式会社 , 芦森工業株式会社
发明人： TASHIRO IKUO , HANAKI YOSHITAKA , FUJINO HAJIME , NAKANO SATOSHI , KARASAKI KAZUTAKA , MIYAZAKI KYOTARO
IPC分类号： B65G7/06 , E02D35/00
摘要： PROBLEM TO BE SOLVED: To provide an inflatable bag capable of being arranged in insertion smoothly into the space between a pair of confronting surfaces and widening each of the spaces against the loads from the confronting surfaces through a simple operation such that a pressure liquid is pressed into the inside.
SOLUTION: The inflatable bag 10 installed in the space 13 between a pair of confronting surfaces is arranged so that the space 13 is widened against the loads applied from the confronting surfaces by means of inflating from the flat state, and is composed of an outer bag 14 formed from a cylindrical woven cloth free of seams in the circumferential direction, an inner bag 15 formed from a sheet in cylindrical shape having water-tightness and able to move within the outer bag 14 independently of the bag 14, and an inlet hole member 16 for the pressure liquid, wherein holding is made in such a condition that the end openings of the outer 14 and inner bags 15 are joined individually at joining parts 14a and 15a and blocked in the flat condition and the two ends of the bags 14 and 15 are folded back at a folded-back part 17.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种充气袋，其能够平滑地布置成一对相对表面之间的空间，并且通过简单的操作将各个空间中的每个空间相对于来自相对表面的载荷加宽，使得压力液体被压入内部。解决方案：安装在一对相对表面之间的空间13中的充气袋10被布置成使得空间13相对于从平坦状态的充气而从相对表面施加的载荷加宽，并且由从圆周方向上没有接缝的圆筒形织布形成的外袋14，由具有防水性且能够独立于袋子14在外袋14内移动的圆柱形状的片形成的内袋15，用于压力液体的入口孔构件16，其中保持是在外部14和内袋15的端部开口单独地接合在接合部分14a和15a处并被阻挡在平坦状态的状态下制成的，袋14和15在折叠部分17处折回。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2009114724A Settled foundation restoring device 有权
标题翻译：确定的基金会恢复装置
公开(公告)号：JP2009114724A
公开(公告)日：2009-05-28
申请号：JP2007288405
申请日：2007-11-06
申请人： Nisshin Kokan Kk , Nisshin Steel Co Ltd , Sumirin Base Techno Corp , Sumitomo Forestry Co Ltd , スミリンベーステクノ株式会社 , 住友林業株式会社 , 日新製鋼株式会社 , 日新鋼管株式会社
发明人： NAKAKO TAKEFUMI , YOSHIDA TAKAYUKI , ASADA HIROSHI , TASHIRO IKUO , FUJINO HAJIME , NAKANO SATOSHI
IPC分类号： E02D35/00 , E02D3/12 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To provide a settled foundation restoring device capable of increasing the amount of recovery of a settlement foundation by improving the shape of an expansion steel pipe and using an auxiliary member.
SOLUTION: The expansion steel pipe comprises a deformed pipe body with a watertight structure in which cylindrical sleeves with strength high enough to prevent deformation from being caused by the addition of high water pressure are mounted at both ends, respectively. The pipe body comprises the expansion steel pipe and a spacer bar. The portion of the pipe body except the portion adjacent to the sleeve is composed of a flattened cross section in which one surface is generally flat and the opposed other surface has a recess at the lateral center, and so formed that an injection hole is formed in either of the sleeves. The spacer bar is placed on the recess of the expansion steel pipe. An increase in the height of the cross section of the pipe when the flattened cross section portion is expanded and deformed into a circular cross section by the injection of the high pressure water from the injection hole is utilized for the restoration of the settled foundation.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过改进膨胀钢管的形状和使用辅助构件来增加沉降基础的回收量的沉降式基础恢复装置。解决方案：膨胀钢管包括具有水密结构的变形管体，其两端分别安装强度高到足以防止由于增加高水压引起的变形的圆筒套筒。管体包括膨胀钢管和隔离杆。除了与套筒相邻的部分之外的管体的部分由平坦的横截面构成，其中一个表面大体上是平的，并且相对的另一个表面在横向中心处具有凹部，并且形成为使得注入孔形成在任何袖子。间隔杆放置在膨胀钢管的凹槽上。当通过从喷射孔喷射高压水而使扁平横截面部分膨胀变形为圆形横截面时，管道的横截面的高度的增加被用于恢复沉降的基础。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2008303623A Settlement correction method for building 有权
标题翻译：建筑校正校正方法
公开(公告)号：JP2008303623A
公开(公告)日：2008-12-18
申请号：JP2007152029
申请日：2007-06-07
申请人： Nisshin Kokan Kk , Nisshin Steel Co Ltd , Sumirin Base Techno Corp , Sumitomo Forestry Co Ltd , スミリンベーステクノ株式会社 , 住友林業株式会社 , 日新製鋼株式会社 , 日新鋼管株式会社
发明人： TASHIRO IKUO , SATO TAKASHI , FUJINO HAJIME , NAKANO SATOSHI , NAKAKO TAKEFUMI , YOSHIDA TAKAYUKI , MATSUBARA SHIGEO , KIKKO TOSHIHARU
IPC分类号： E02D35/00
摘要： PROBLEM TO BE SOLVED: To provide a settlement correction method for building, capable of easily performing settlement correction of a building by effectively lifting up the foundation of a settled part of the building in a stable state by easy operation without needing labor hour.
SOLUTION: The method comprises: the first step of forming a clearance 13a between the lower surface of a foundation 11 in the circumferential part of the building 10 of the settled part and a surface layer part 12a of a foundation ground 12, inserting and disposing an expansion steel pipe 18 to and in the clearance 13a, and expanding the pipe by force feed of water, thereby lifting up the foundation 11 in the circumferential part; and the second step of inserting and disposing an expansion bag body 20 to and in the inner part of the building 10 through a clearance 13b between the lower surface of the foundation 11 in the inner part of the building and the surface layer part 12a of the foundation ground 12, which is formed in the first step, and expanding the bag body by force feed of water, thereby lifting up the foundation 11 in the inner part of the building 10.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于建筑物的结算校正方法，能够通过在不需要劳动时间的情况下通过容易操作有效地将建筑物的安置部分的基础有效地提升到稳定状态，从而容易地进行建筑物的结算校正。解决方案：该方法包括：在沉降部分的建筑物10的圆周部分中的基座11的下表面与基础地面12的表面层12a之间形成间隙13a的第一步骤，并将膨胀钢管18设置在间隙13a内，并通过水的供给来膨胀管，从而在基部11的周向部分上升。并且第二步骤是通过建筑物内部的基座11的下表面和建筑物内部的表面层12a之间的间隙13b将建筑物10的内部部分插入和布置在建筑物10的内部。在第一步形成的基础地面12，通过强力供水膨胀袋体，从而提升建筑物10内部的基础11.版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008050763A Expansion steel pipe for restoring settlement foundation 有权
标题翻译：膨胀钢管用于恢复沉降基金会
公开(公告)号：JP2008050763A
公开(公告)日：2008-03-06
申请号：JP2006225137
申请日：2006-08-22
申请人： Nisshin Kokan Kk , Nisshin Steel Co Ltd , Sumirin Base Techno Corp , Sumitomo Forestry Co Ltd , スミリンベーステクノ株式会社 , 住友林業株式会社 , 日新製鋼株式会社 , 日新鋼管株式会社
发明人： NAKAKO TAKEFUMI , YOSHIDA TAKAYUKI , ASADA HIROSHI , MATSUBARA SHIGEO , KIKKO TOSHIHARU , NISHIHATA SANKAKU , TASHIRO IKUO , SATO TAKASHI , FUJINO HAJIME
IPC分类号： E02D35/00
摘要： PROBLEM TO BE SOLVED: To provide an expansion steel pipe for restoring a settlement foundation which can increase the amount of the recovery of the settlement foundation.
SOLUTION: The expansion steel pipe is composed of a deformed pipe body with a watertight structure in which cylindrical sleeves with strength high enough to prevent deformation from being caused by the addition of high water pressure are mounted at both ends, respectively. Any of longitudinal cross sections of the pipe body has the same peripheral length. A portion of the pipe body adjacent to the sleeve is composed of a concave cross section, and a portion except the portion adjacent to the sleeve is composed of a flattened cross section. The pipe body has a structure in which either of the sleeves has an injection hole. An increase in the height of the cross section of the pipe when the flattened cross-section portion is expanded and deformed into a circular cross section by the injection of the high pressure water from the injection hole is utilized for the restoration of the settled foundation.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于恢复沉降基础的膨胀钢管，其可以增加沉降基础的回收量。解决方案：膨胀钢管由具有水密结构的变形管体组成，其两端分别安装强度高到足以防止由于高水压引起的变形的圆筒套筒。管体的纵向截面中的任何一个具有相同的周长。与套筒相邻的管体的一部分由凹状的横截面构成，除了与套筒相邻的部分以外的部分由扁平的截面构成。管体具有其中任一个套筒具有注入孔的结构。当通过从喷射孔注入高压水而将扁平截面部分膨胀变形为圆形横截面时，管道的横截面的高度的增加被用于恢复沉降的基础。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2010236249A Foundation structure of building on soft ground 有权
标题翻译：软土地基建筑基础结构
公开(公告)号：JP2010236249A
公开(公告)日：2010-10-21
申请号：JP2009084804
申请日：2009-03-31
申请人： Nisshin Kokan Kk , Nisshin Steel Co Ltd , Sumitomo Forestry Co Ltd , 住友林業株式会社 , 日新製鋼株式会社 , 日新鋼管株式会社
发明人： TASHIRO IKUO , FUJINO HAJIME , NAKAKO TAKEFUMI , YOSHIDA TAKAYUKI , MATSUBARA SHIGEO , FUJIMOTO KAHO , NISHIHATA SANKAKU
IPC分类号： E02D27/34 , E02D3/12 , E02D5/34 , E02D37/00
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure of a building, that can suppress the differential settlement of the foundation ground so that the building does not incline exceeding the allowable limit even when the layer thickness of the soft ground is large and the settlement is large, and easily correct the inclination even when the building inclines. SOLUTION: The foundation structure of the building comprises a building side base layer 15 formed of a mat foundation 14; a ground side base layer 16 formed through a surface layer improving method, and a plurality of expansion steel pipes 17 held between these layers and deformed expanding from flat cross-sectional shape by loading the inside with a fluid pressure. The ground side base layer 16 formed through the surface layer improving method is formed joined to the upper ends of a plurality of friction piles provided in the ground below being dispersedly arranged over the whole layer. An inclination occurring to the ground side base layer 16 by the differential settlement of the foundation ground 13 is restrained with the friction piles 18, and an inclination occurring to a dwelling building 12 is corrected by selecting and expanding one or more expansion steel pipes 17 held between the building side base layer 15 and the ground side base layer 16. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种建筑物的基础结构，可以抑制基础地面的差异沉降，使得即使软土层的厚度大，建筑物也不会倾斜超过允许极限，沉降很大，即使建筑物倾斜，也容易纠正倾向。解决方案：建筑物的基础结构包括由垫基14形成的建筑物侧基层15; 通过表面层改善方法形成的接地侧基底层16和多个膨胀钢管17，其保持在这些层之间，并且通过以流体压力装载内部而从扁平的横截面形状变形。通过表面层改善方法形成的接地侧基层16形成为连接到设置在下面的地下的多个摩擦片的上端，分散地布置在整个层上。通过摩擦桩18对基础地面13的不同沉降产生的地面侧基层16的倾斜度进行限制，并且通过选择和扩大一个或多个膨胀钢管17来修正对住宅12的倾斜。在建筑物侧基层15和地侧基层16之间。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2011012386A Construction method and construction apparatus for jacking tapered pipe 审中-公开
标题翻译：用于打包管道的施工方法和施工装置
公开(公告)号：JP2011012386A
公开(公告)日：2011-01-20
申请号：JP2009154582
申请日：2009-06-30
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI , FUJINO HAJIME , TASHIRO IKUO
IPC分类号： E02D7/22 , E02D5/48 , E02D7/20 , E02D13/06
摘要： PROBLEM TO BE SOLVED: To determine the suitability of the arrangement and the number of tapered piles 12 in construction.SOLUTION: A pile head 16 of the tapered pile 12 which has a portion with an outside diameter gradually smaller in a direction directed to a tip 18 of the pile from the pile head 16 is fixed to a drive unit, and the pile is jacked into the ground 28 by applying pressure in a direction directed to the tip 18 of the pile from the pile head 16 while rotating the shaft on the axis 26 of the pile. In this case, when the tip 18 of the pile reaches a predetermined depth narrower than a depth of a final target, the rotation of the pile is temporarily stopped, pressure is applied toward the tip 18 of the pile from the pile head 16 until the pile starts to move without rotating the pile from a stationary state, the pressure required until the pile starts to move is detected, and subsequently, pipe jacking operation is restarted.
摘要翻译：要解决的问题：确定结构的适用性和锥形桩12在施工中的数量。解决方案：锥形桩12的桩头16具有外径在朝向尖端的方向上逐渐变小的部分桩16的桩18被固定到驱动单元上，并且通过从桩头16朝向桩的尖端18的方向施加压力，并将桩旋转到地面28上，同时使轴在桩26的轴线。在这种情况下，当桩的尖端18达到比最终目标的深度更窄的预定深度时，桩的旋转暂时停止，从桩头16向桩的尖端18施加压力，直到桩开始移动而不使桩从静止状态旋转，检测到桩开始移动所需的压力，随后重新开始顶管操作。

7. 发明专利

JP2010077661A Pile head joint structure in small-scale building 有权
标题翻译：小型建筑中的桩头结构
公开(公告)号：JP2010077661A
公开(公告)日：2010-04-08
申请号：JP2008246613
申请日：2008-09-25
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： SATO TAKASHI , SHIOZAWA NOBUAKI , IMAI JUNICHI , TASHIRO IKUO
IPC分类号： E02D27/12 , E02D27/34 , E04B1/36 , E04H9/02 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To provide a pile head joint structure in a small-scale building, which can be formed simply of a general-purpose rubber isolator member, and which can exert excellent earthquake-resisting performance since it is easy to adjust and evaluate the sensitivity.
SOLUTION: In this pile head joint structure 10, a vibration-isolating joint metal 14 with the plurality of rubber isolator members 13 is interposed in a joint portion between a foundation 11 and a foundation pile 12. The rubber isolator member 13 having a rubber isolator layer 17 interposed between upper and lower mounting plates 16a and 16b with male screw bolts 15a and 15b is commertially available. The vibration-isolating joint metal 14 is constituted by sandwiching and integrating a plurality of rubber isolator members 13 between top-surface and undersurface base plates 18 and 20 in which a bolt tightening hole is formed. The vibration-isolating joint metal 14 is attached to the pile head 12a of the foundation pile 12 via an attachment cover body 19, and the foundation 11 is constructed in such a manner as to cover a top surface of the top-surface base plate 18 of the attached vibration-isolating joint metal 14.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在小型建筑物中提供一种桩头接头结构，其可以简单地由通用橡胶隔离构件构成，并且能够发挥出优异的抗震性能，因为易于调整和评估灵敏度。解决方案：在该桩头接头结构10中，具有多个橡胶隔离构件13的隔振接头金属14插入到基础11和基础桩12之间的接合部分中。橡胶隔离构件13具有可以容易地获得插入在具有公螺纹15a和15b的上安装板16a和下安装板16b之间的橡胶隔离层17。防振接头金属14通过在形成有螺栓紧固孔的顶面和下表面基板18和20之间夹持并整合多个橡胶隔离构件13而构成。防振接头金属14经由安装盖体19安装在基础桩12的桩头12a上，基座11的构成为覆盖顶面基板18的顶面（C）2010，JPO＆INPIT

8. 发明专利

JP2011012394A Steadying guide method in driving tapered pile 有权
标题翻译：驱动桩的稳定性指导方法
公开(公告)号：JP2011012394A
公开(公告)日：2011-01-20
申请号：JP2009154813
申请日：2009-06-30
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： FUJINO HAJIME , TASHIRO IKUO , SATO TAKASHI , SHIOZAWA NOBUAKI
IPC分类号： E02D13/04 , E02D5/48 , E02D7/20 , E02D7/22
摘要： PROBLEM TO BE SOLVED: To guide a tapered pile while steadying it in a stable state from the start of driving until the final stage of driving when driving the tapered pile into the ground under press-fitting using a press-fitting heavy machine.SOLUTION: A guide method in driving the tapered pile is provided for guiding the tapered pile 12 so as to be driven vertically. A steadying guide device 10 includes an annular guide 16 and a radial regulating member 17 retractably projected radially inward from the inner peripheral surface of the annular guide 16. The advancing/retreating amount of the radial regulating member 17 is controlled such that, as the tapered pile 12 is press-fitted or rotationally press-fitted downward, a virtual inscribed circle C abutting on the tip of the radial regulating member 17 describes a circle with a diameter slightly larger than the gradually enlarged outer diameter of the tapered pile 12 at the portion inserted through the annular guide 16.
摘要翻译：要解决的问题：引导锥形桩，在使用压配重机在压配合下将锥形桩驱动到地面中时，从稳定状态开始直到驱动的最后阶段稳定。解决方案：提供驱动锥形桩的引导方法，用于引导锥形桩12以便垂直驱动。稳定引导装置10包括环形引导件16和从环形引导件16的内周表面径向向内伸缩的径向调节构件17.径向调节构件17的前进/后退量被控制为使得作为锥形桩12被压配或向下旋转地压配合，与径向调节构件17的前端邻接的虚拟内接圆C描述了直径稍大于锥形桩12的部分的逐渐扩大的外径的圆插入通过环形引导件16。

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