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1. 发明专利

JP2013204355A Method for constructing column row wall and columnar improvement apparatus 有权
标题翻译：用于构造圆柱壁和柱改进装置的方法
公开(公告)号：JP2013204355A
公开(公告)日：2013-10-07
申请号：JP2012076351
申请日：2012-03-29
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： FUJINO HAJIME
IPC分类号： E02D5/18 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a column row wall capable of continuously forming a plurality of columnar improvement piles in the ground without gaps and highly accurately even in a narrow site.SOLUTION: In a method for constructing a column row wall, a columnar improvement apparatus 10 is used which inserts an agitation rod 13 to which an agitation blade 12 is attached into the ground at a predetermined depth, injects a cement-based solidifying material and mixes sediment in the ground with the cement-based solidifying material by rotating the agitation rod 13 to form a columnar consolidation body 20. A guide rod 15 extended in parallel with the agitation rod 13 and having a diameter size insertable into a pull-out hole 21 of a center shaft part 14 of the agitation rod 13 in a center part of the precedently formed columnar consolidation body 20 is attached to the columnar improvement apparatus 10. The guide rod 15 id guided by inserting it into the pull-out hole 21 of the center shaft part 14 of the agitation rod 13 in a center part of the precedently formed columnar consolidation body 20, and a next columnar consolidation body 20' adjacent to the precedently formed columnar consolidation body 20 is formed by the agitation rod 13.
摘要翻译：要解决的问题：提供一种用于构造能够连续地形成多个柱状改进桩的列列壁的方法，即使在窄的位置也能够高精度地连续地形成多个立柱改进桩。方法：在一种用于构造柱排壁的方法中使用柱状改进装置10，将搅拌棒13以预定深度插入到搅拌叶片12附着到地面中，注入基于水泥的固化材料，并将研磨中的沉淀与基于水泥的固化材料混合通过旋转搅拌棒13以形成柱状固结体20.与搅拌棒13平行延伸并且具有可插入到搅拌棒13的中心轴部分14的拉出孔21中的直径尺寸的导杆15 在先前形成的柱状固化体20的中心部分附接到柱状改进装置10上。引导杆15 id通过将其插入拉出在先前形成的柱状固结体20的中心部分的搅拌棒13的中心轴部分14的孔21和与先前形成的柱状固结体20相邻的下一个柱状固结体20'由搅拌棒13 。

2. 发明专利

JP2012180650A Base isolation foundation structure of building 审中-公开
标题翻译：基础隔离建筑基础结构
公开(公告)号：JP2012180650A
公开(公告)日：2012-09-20
申请号：JP2011042712
申请日：2011-02-28
申请人： Sumitomo Forestry Co Ltd , Sumitomo Forestry Archi Techno Co Ltd , 住友林業アーキテクノ株式会社 , 住友林業株式会社
发明人： FUJINO HAJIME
IPC分类号： E04H9/02 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a base isolation foundation structure of a building, capable of efficiently providing a base isolation structure at a low cost on a building such as a residential building without the need of a large-scale construction of a foundation part by forming a vertical hole in a ground surface using an annular peripheral wall by a liner plate.SOLUTION: In the base isolation foundation structure, by installing a plurality of base isolation devices 16 interposed between a lower surface of a foundation 11 of a building and a pressure-resistant batholith 15 formed in the ground surface, a base isolation function is demonstrated by making the building supported by the base isolation devices 16 horizontally movable. The pressure-resistant batholith 15 is formed at the batholith part of a vertical hole 13 formed by digging down the ground surface at respective installation parts of the respective base isolation devices 16 in the state of covering a peripheral wall surface by an annular peripheral wall 14. Each annular peripheral wall 14 is provided by being erected from the peripheral edge part of the pressure-resistant batholith 15 in the state of keeping a gap for making the base isolation device 16 horizontally movable together with the building in an earthquake and a gap for allowing an operator to enter with respect to the base isolation device 16.
摘要翻译：要解决的问题：为了提供一种建筑物的基础隔离基础结构，能够在诸如住宅建筑物的建筑物上有效地以低成本提供基础隔离结构，而不需要大规模建造通过利用衬板将环形周壁形成在地面上的垂直孔。解决方案：在基础隔离基础结构中，通过安装插入在建筑物的基座11的下表面和形成在地面之间的耐压基座15之间的多个基座隔离装置16，通过使基座隔离装置16支撑的建筑物水平移动来证明。耐压基座15形成在垂直孔13的底壁部分，该垂直孔13是通过环形周壁14覆盖周壁表面的状态下在相应的基部隔离装置16的相应安装部分处挖掘地面而形成的每个环形周壁14在保持用于使基座隔离装置16与建筑物在地震中水平移动的间隙的状态下从耐压基座15的周缘部竖立设置，并且间隙为允许操作员相对于基座隔离装置16进入。版权所有：（C）2012，JPO＆INPIT

3. 发明专利

JP2014231678A 地盤の締め固め方法及び膨張杭审中-公开
标题翻译：子梯和膨胀桩的压实方法
公开(公告)号：JP2014231678A
公开(公告)日：2014-12-11
申请号：JP2013111776
申请日：2013-05-28
申请人：住友林業株式会社 , Sumitomo Forestry Co Ltd
发明人： FUJINO HAJIME , SAKAMAKI TOSHIYA
IPC分类号： E02D3/02 , E02D5/28
摘要：【課題】小規模の敷地において効率よく実施が可能な地盤の締め固め方法及びこの方法に好適に使用することができる膨張杭を提供する【解決手段】内側の容積を縮小するように断面を変形させた鋼管11を用いた膨張杭1を地盤2中に所定の間隔で貫入する。この膨張杭の鋼管は、円形断面であった鋼管の対向する部分を接近させるように断面形状を変形させ、扁平となった断面が湾曲するように加工したものである。この膨張杭を地盤中に貫入した後、ポンプ4によって鋼管内に高圧の水を注入し、鋼管11の断面を円形に近づくように膨張させる。鋼管内の容積が膨張することによって地盤2を側方に圧縮し、地盤が締め固められるものである。【選択図】図2
摘要翻译：要解决的问题：提供可以在小型场合有效进行的路基的压实方法以及可以在压实方法中适当使用的膨胀桩。解决方案：使用钢管扩展桩1 具有变形以便减小其内部的体积的横截面的横截面11以预定间隔穿透到路基2中。膨胀桩的钢管的横截面形状变形，使得具有圆形横截面的钢管的相对部分彼此接近，并且被加工成使得横截面变平坦。在膨胀桩穿入路基之后，通过泵4将高压水注入钢管，并且使钢管11的横截面扩大以使其接近圆。钢管内的体积膨胀，横向压实路基2，因此路基被压实。

4. 发明专利

JP2014070342A Ground reinforcement structure 有权
标题翻译：地基加固结构
公开(公告)号：JP2014070342A
公开(公告)日：2014-04-21
申请号：JP2012215070
申请日：2012-09-27
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： FUJINO HAJIME
IPC分类号： E02D3/08 , E02D5/28 , E02D27/12 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To secure sufficient subgrade bearing capacity without making a building cause differential settlement, even when an underground obstacle exists below a foundation.SOLUTION: In a ground reinforcement structure 1 relating to the present invention, a pipe 6 serving as a first pile material is almost vertically arranged in the ground 7 in such a manner that a peripheral surface frictional force acts, and a pipe 8 serving as a second pile material is obliquely arranged in the ground 7 in such a manner that the peripheral surface frictional force acts, below a continuous footing 5 configuring a part of the building 2. The pipes 6 and 8 have their heads each connected to a load transfer material 9 that is almost horizontally arranged in the ground 7.
摘要翻译：要解决的问题：为了确保足够的路基承载能力，而不会造成建筑物造成差异沉降，即使地下障碍物存在于基础之下时也是如此。解决方案：在与本发明有关的地面加强结构1中，用作第一桩材几乎垂直地布置在地面7中，使得周边表面摩擦力起作用，用作第二桩材的管8以这样的方式倾斜地布置在地面7中，使得周面摩擦力作用在构成建筑物2的一部分的连续基础5之下。管道6和8的头部各自连接到几乎水平地布置在地面7中的负载转移材料9。

5. 发明专利

JP2012180651A Sensitivity control structure of seismic isolator 有权
标题翻译：地震隔离器灵敏度控制结构
公开(公告)号：JP2012180651A
公开(公告)日：2012-09-20
申请号：JP2011042760
申请日：2011-02-28
申请人： Sumitomo Forestry Co Ltd , Sumitomo Forestry Archi Techno Co Ltd , 住友林業アーキテクノ株式会社 , 住友林業株式会社
发明人： FUJINO HAJIME
IPC分类号： E02D27/34 , E02D27/12 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a sensitivity control structure of a seismic isolator which effectively controls the seismic isolator through a simple structure such that a building is not moved with small acceleration caused by wind or the like, while smoothly activating the seismic isolating function of the seismic isolator by liquefaction during earthquake.SOLUTION: A sensitivity control structure 10 of a seismic isolator is installed between the underside of a base 11 of a building and a pressure-resistant batholith 15 so as to control the sensitivity of the seismic isolator 16 which horizontally movably supports the building. The structure 10 comprises an annular peripheral wall 14 which surrounds the seismic isolator 16 at the center and is raised from the pressure-resistant batholith 15, liquefaction-inducing soil 19 which is accommodated inside the annular peripheral wall 14 such that the gap between the seismic isolator 16 and the annular peripheral wall 14 is plugged, and liquefaction-inducing water 20 which is stored inside the annular peripheral wall 14.
摘要翻译：要解决的问题：提供一种地震隔离器的灵敏度控制结构，其通过简单的结构有效地控制地震隔离器，使得建筑物不会由风等引起的小的加速度移动，同时平滑地激活地震地震中地震隔震器的液化隔离功能。解决方案：地震隔离器的灵敏度控制结构10安装在建筑物的基座11的下侧和耐压基座15之间，以便控制水平移动地支撑建筑物的地震隔离器16的灵敏度。结构10包括围绕中心的地震隔离器16的环形周壁14，并从容纳在环形周壁14内部的耐压基座15，液化诱导土19升高，使得地震之间的间隙隔离器16和环形周壁14被堵塞，以及储存在环形周壁14内的液化诱导水20.版权所有（C）2012，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

JP2007120240A Foundation structure of building in weak ground 有权
标题翻译：基础设施建设在弱地面
公开(公告)号：JP2007120240A
公开(公告)日：2007-05-17
申请号：JP2005316749
申请日：2005-10-31
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： FUJINO HAJIME
IPC分类号： E02D35/00 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure capable of correcting an inclination of a building while supporting weight in a well-balanced state even when unequal settlement is caused by restraining the occurrence of the unequal settlement in the building constructed above the weak ground.
SOLUTION: This foundation structure 10 of the building 11 in the weak ground can correct the inclination of the building 11 when the unequal settlement is caused in the building constructed above the weak ground, and is composed of a base layer 12 by a surface layer improving construction method arranged in a surface layer part of the foundation ground of the building 11, a plurality of support piles 13 by a columnar improving construction method arranged in the foundation ground by supporting a central part 12a of the base layer 12 and a mat foundation 14 arranged in layers above the base layer 12. The base layer 12 is formed higher by one state in the central part 12a supported by the support piles 13, and a central part 14a of the mat foundation 14 is placed, and adjusting sand 16 is filled in clearance 15 between the base layer 12 and the mat foundation 14 around the central parts 12a and 14a.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在平衡状态下支撑重量的建筑物的倾斜度的基础结构，即使通过限制在上述建筑物中构造的建筑物中的不平等沉降的发生而引起不平等的沉降虚弱的地面。解决方案：在弱地面上的建筑物11的基础结构10可以在构造在弱地面之上的建筑物中引起不平等的沉降时，校正建筑物11的倾斜度，并且由基础层12由布置在建筑物11的基础地面的表层部分中的表面层改进施工方法，通过支撑基层12的中心部分12a布置在地基中的柱状改进施工方法的多个支撑桩13和基底层14在基底层12上方布置。基底层12在由支撑桩13支撑的中心部分12a中由一种状态形成，并且垫子基底14的中心部分14a被放置，并且调节砂 16在中央部12a和14a周围填充有基底层12和垫基础14之间的间隙15。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2015048573A ライナープレートによる環状壁の位置決め方法审中-公开
标题翻译：使用衬板的环形壁定位方法
公开(公告)号：JP2015048573A
公开(公告)日：2015-03-16
申请号：JP2013178442
申请日：2013-08-29
申请人：住友林業株式会社 , Sumitomo Forestry Co Ltd , Jfe建材株式会社 , Jfe Metal Products & Engineering Inc
发明人： KANEKO MASAFUMI , FUJINO HAJIME , YAMAUCHI KATSUYA , TSURUMI AKITOSHI , KAMAZAKI YUJI , NAKAMURA TAKESHI
IPC分类号： E21D1/00 , E02B17/04
摘要：【課題】最上段の環状壁を、初期掘削穴において3次元的に精度良く位置決めできると共に、狭い敷地においても容易に実施できるライナープレートによる環状壁の位置決め方法を提供する。【解決手段】ライナープレート12,13を用いて組み立てられた最上段の環状壁11を、初期掘削穴20において位置決めする位置決め方法であって、環状壁11の周囲の地盤に支持させて、環状壁11の直上部分を横断するように配置された横地梁材21a,21bから、環状壁11を吊り下げた状態に保持する工程と、環状壁11の各々の吊下げ箇所11aでの高さ位置を縦方向長さ調整部材22によって調整することで、環状壁11の上下方向の位置決めを行う工程と、吊り下げた状態の環状壁11を、横方向長さ調整部材25を備える線状連結材24を用いて前後左右に移動させることで、環状壁11の水平方向の位置決めを行う工程とを含んで構成される。【選択図】図1
摘要翻译：要解决的问题：提供一种环形壁定位方法，该方法使用能够在初始钻孔中的最上阶段三维地精确地定位环形壁的衬板，并且即使在狭窄的位置也容易定位。解决方案：A 根据本发明的定位方法用于将环形壁11定位在最初阶段，其最初阶段是使用衬板12,13组装在初始井眼20中。定位方法包括以下过程：将环形壁 11是悬挂状态的水平梁材料21a，21b，它们通过围绕环形壁11的基座支撑而被放置成横过环形壁11正上方的一部分; 通过使用纵向长度调节构件22调节环形壁11在每个悬挂位置11a处的高度位置，将环形壁11定位在垂直方向上; 通过使用配备有横向长度调节构件25的线性接头24将环形壁11前后移动来将环形壁11定位在水平方向上。

9. 发明专利

JP2014109124A Underground penetration method for steel member 审中-公开
标题翻译：钢构件的地下渗透方法
公开(公告)号：JP2014109124A
公开(公告)日：2014-06-12
申请号：JP2012263681
申请日：2012-11-30
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社 , Nisshin Kokan Kk , 日新鋼管株式会社 , Miyama Kogyo:Kk , 株式会社ミヤマ工業
发明人： FUJINO HAJIME , NISHIHATA SANKAKU , SEGAWA TAKAMASA
IPC分类号： E02D7/24 , E02D7/20 , E02D7/26
摘要： PROBLEM TO BE SOLVED: To provide an underground penetration method for a steel member in which the steel member can be made to easily penetrate into the ground through simple facilities.SOLUTION: A steel member 11 has an axis in a vertical direction, and has a part in a closed shape in a horizontal cross section. Namely, a steel pipe 11b is joined to the steel plate member 11a in one body. While air bubbles formed by foaming a surface active agent are pressed in the steel pipe from above to be ejected into the soil nearby a lower end of the steel member, the steel member is made to penetrate into the ground. As the air bubbles are charged among soil particles, gap pressure rises and the surface active agent gets in among the soil particles, which become easy to slide on one another.
摘要翻译：要解决的问题：提供一种钢构件的地下穿透方法，其中钢构件可以通过简单的设备容易地渗透到地面中。解决方案：钢构件11具有垂直方向的轴线，并且具有在水平截面中以封闭形状部分。也就是说，钢管11b一体地连接在钢板部件11a上。当通过使表面活性剂发泡而形成的气泡从上方被压在钢管中时，被排出到钢构件的下端附近的土壤中，使钢构件穿透入地面。随着气泡在土壤颗粒中的充填，间隙压力升高，表面活性剂进入土壤颗粒之间，容易相互滑动。

10. 发明专利

JP2013227788A Method for installing underground diagonal member 有权
标题翻译：用于安装地下对立构件的方法
公开(公告)号：JP2013227788A
公开(公告)日：2013-11-07
申请号：JP2012100705
申请日：2012-04-26
申请人： Sumitomo Forestry Co Ltd , 住友林業株式会社
发明人： FUJINO HAJIME
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To install an underground diagonal member, of which tip is joined to another structure in underground and which is obliquely supported, without excavating to a position where the tip is joined to the other structure.SOLUTION: A steel pipe pile 1 having an axis line downward from the vicinity of a ground surface is installed in underground. The tip of a wire rope 34 is connected to the steel pipe pile at a position of a prescribed depth. After the steel pipe pile is installed, the wire rope which is extracted along the steel pipe pile up to the ground surface is inserted from the tip side of a pipe member 2a into its inside, and the pipe member is made to penetrate obliquely downward from the ground surface into the underground, with the tip being directed to a connection part of the steel pipe pile and the wire rope. The wire rope is pulled from the rear side of the pipe member, is made to bite into the ground, and is brought into a straight line. The pipe member repeats reciprocating movement in the axis line direction, and adjusts the position of the pipe member in which the wire rope is inserted. The pipe member is joined to a diagonal member receiving part 11 provided at a position of the steel pipe pile where the tip of the wire rope is joined to it, thus providing an underground diagonal member.
摘要翻译：要解决的问题：安装一个地下对角构件，其顶端连接到地下另一个结构，并被倾斜支撑，而不会挖掘到尖端接合到另一个结构的位置。解决方案：钢管桩1 从地面附近向下轴线设置在地下。钢丝绳34的尖端在规定深度的位置与钢管桩连接。在安装钢管桩之后，沿着钢管堆放到地面的钢丝绳从管件2a的末端侧插入其内部，并使管件从地面进入地下，其尖端被引导到钢管桩和钢丝绳的连接部分。钢丝绳从管件的后侧被拉出，被咬入地面，并被带入直线。管构件重复沿轴线方向的往复运动，并且调节插入钢丝绳的管构件的位置。管构件连接到设置在钢管桩的位置的对角构件接收部分11，钢丝绳的末端与其接合，从而提供地下对角构件。

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