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1. 发明专利

JP2012255305A Foundation load testing method 审中-公开
标题翻译：基金会负荷测试方法
公开(公告)号：JP2012255305A
公开(公告)日：2012-12-27
申请号：JP2011129446
申请日：2011-06-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , TSUCHIYA TOMIO , YAMADA TAKESHI , OMOTO SATOSHI , TANIGAWA TOMOHIRO
IPC分类号： E02D33/00 , E02D1/08
摘要： PROBLEM TO BE SOLVED: To obtain a foundation load testing method with which workability is improved while ensuring the settlement of a test version.SOLUTION: On a loading jack 20, a main girder 22 is installed via an upper pedestal 28. Both end portions 22A of the main girder 22 are coupled to a pair of a reaction pile 24 via a moving mechanism 30, respectively. The moving mechanism 30 comprises a movable carriage 32, a moving jack 34 and a reaction beam 36. The movable carriage 32 is hung from the both end portions 22A of the main girder 22 by a hanger 38. On the movable carriage 32, the reaction beam 36 is installed via the moving jack 34. The reaction beam 36 is coupled to a pile head 24A of the reaction pile 24 by an anchor 40. The upward movement of the reaction beam 36 is restricted by the anchor 40, and the moving jack 34 is capable of pressing the movable carriage 32 downward by using a reaction force to the reaction beam 36.
摘要翻译：要解决的问题：获得在确保测试版本的结算的同时提高可操作性的基础荷载测试方法。解决方案：在装载千斤顶20上，主梁22通过上基座28安装。主梁22的两个端部22A分别经由移动机构30联接到一对反作用堆24。移动机构30包括可动托架32，移动插座34和反作用梁36.可移动托架32通过吊架38从主梁22的两端部22A悬吊。在可移动托架32上，反作用梁36通过移动插座34安装。反作用梁36通过锚固件40联接到反作用桩24的桩头24A。反作用梁36的向上运动受到锚40的限制，并且移动的千斤顶 34能够通过对反应梁36的反作用力向下按压可动滑架32.（C）2013，JPO＆INPIT

2. 发明专利

JP2012140823A Base-isolated structure for construction 审中-公开
标题翻译：基础隔震结构
公开(公告)号：JP2012140823A
公开(公告)日：2012-07-26
申请号：JP2011000701
申请日：2011-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , TANIGAWA TOMOHIRO , TSUCHIYA TOMIO
IPC分类号： E02D27/34 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated structure for a construction, eliminating the need for a seismic isolator and a damper.SOLUTION: A base-isolated structure 10 for a construction uses a pile draft foundation for directly supporting the construction 12 together with a pile 14. The bottom face of the construction 12 is installed on a ground 16 with a prefixed ground contact pressure. The head of the pile 14 is joined to the foundation part of the construction 12, and the lower end thereof is embedded into a supporting layer 18 under the ground 16. Namely, the total of a supporting load P2 in the vertical direction of the pile 14 and a supporting load P3 in the vertical direction of the ground 16 is a vertical load P1 on the construction 12, while the total of a supporting load H2 in the horizontal direction of the pile 14 and a supporting load H3 in the horizontal direction of the ground 16 is a horizontal force H1 on the construction 12 during earthquake. A slide starting horizontal force SH desirable to start slide during earthquake is prefixed for the horizontal force H1 on the construction 12 and the ground contact pressure of the construction 12 is controlled to start the slide on the ground 16 when the horizontal force H1 is the slide starting horizontal force SH or greater.
摘要翻译：要解决的问题：为了提供用于结构的基础隔离结构，消除了对隔震器和阻尼器的需要。解决方案：用于建筑物的基础隔离结构10使用桩起草基础直接支撑结构12与桩14.构造12的底面安装在具有预定接地接触压力的地面16上。桩14的头部结合到结构12的基础部分，并且其下端嵌入在地面16下面的支撑层18中。即，桩的垂直方向上的支撑载荷P2的总和 14和在地面16的垂直方向上的支撑载荷P3是构造12上的垂直载荷P1，而桩14的水平方向上的支撑载荷H2和水平方向的支撑载荷H3的总和地面16是地震期间建筑物12上的水平力H1。在地震过程中希望开始滑动的滑动开始水平力SH为结构12上的水平力H1预先设定，并且当水平力H1是滑块时，控制结构12的接地接触压力开始滑动在地面16上开始水平力SH或更大。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011038783A Load testing equipment 审中-公开
标题翻译：负载测试设备
公开(公告)号：JP2011038783A
公开(公告)日：2011-02-24
申请号：JP2009183476
申请日：2009-08-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , YAMADA TAKESHI , HAMADA JUNJI , OMOTO SATOSHI , TANIGAWA TOMOHIRO
IPC分类号： G01N3/00 , E02D1/02
摘要： PROBLEM TO BE SOLVED: To equalize the settling quantity of a loading plate even when the rigidity of the loading plate is low.
SOLUTION: In this load testing equipment 10, foundation concrete 14 is allowed to subside while the ground 12 is compressed and deformed by allowing load to act on the foundation concrete 14 in a vertical lower direction by a plurality of hydraulic jacks 20. Herein, a control device 38 controls the load allowed to act on the foundation concrete 14 at each hydraulic jack 20 to which each of hydraulic pumps 32 is connected. Further, the hydraulic jack 20, which is arranged at a place where the subsiding quantity of the foundation concrete 14 is small, increases the load allowed to act on the foundation concrete 14. Accordingly, even when the rigidity of the foundation concrete 14 is low, the subsiding quantity of the foundation concrete 14 is equalized.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使当装载板的刚度低时也能均匀化装载板的沉降量。解决方案：在这种负载测试设备10中，通过允许负载通过多个液压千斤顶20在垂直下方作用在地基混凝土14上，地基12被压缩和变形，允许地基混凝土14消退。这里，控制装置38控制在每个液压泵32连接到的每个液压千斤顶20处允许作用在基础混凝土14上的载荷。此外，布置在基础混凝土14的下沉量小的地方的液压千斤顶20增加了施加在基础混凝土14上的载荷。因此，即使基础混凝土14的刚性低基础混凝土14的下沉量相等。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2011017227A Loading test apparatus and loading test method 审中-公开
标题翻译：装载测试装置和装载测试方法
公开(公告)号：JP2011017227A
公开(公告)日：2011-01-27
申请号：JP2009163861
申请日：2009-07-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA TAKESHI , TSUCHIYA TOMIO , HAMADA JUNJI , OMOTO SATOSHI
IPC分类号： E02D1/00
摘要： PROBLEM TO BE SOLVED: To provide a loading test apparatus capable of grasping an attitude of a reaction girder, and a loading test method.SOLUTION: A test pile 12 is buried in ground 20; and a jack 16 for adding a vertical load is provided on the top surface 12U of the test pile 12. The reaction girder 18 is placed on the jack 16; and a reaction force of the jack 16 acts on the central portion of the reaction girder 18. Reaction piles 14 for receiving the reaction force of the jack 16 are buried on both the sides of the test pile 12, respectively. A capping material 30 is fixed to an upper portion of the reaction pile 14, and coupled to both ends of the reaction girder 18 via the capping material 30 by means of a steel rod 22. A displacement measuring instrument 32 for the reaction girder is attached between the reaction girder 18 and the reaction pile 14. An upper portion of the displacement measuring instrument 32 is fixed to the reaction girder 18; and a displacement detecting portion of a displacement sensor 34 attached to a lower portion is brought into contact with a top surface 14U of the reaction pile 14. The result of measurement performed by the displacement sensor 34 is output into a controller 38; and the controller 38 controls a hydraulic pump 39 by determining the inclination of the reaction girder 18.
摘要翻译：要解决的问题：提供一种能够掌握反应梁的姿态的装载试验装置和装载试验方法。解决方案：试验桩12埋在地面20中; 并且在测试桩12的顶面12U上设置有用于添加垂直载荷的千斤顶16.反作用梁18放置在千斤顶16上; 并且千斤顶16的反作用力作用在反应梁18的中心部分。用于接收千斤顶16的反作用力的反作用桩14分别埋在试桩12的两侧。封盖材料30固定到反应堆14的上部，并通过钢杆22经由封盖材料30耦合到反应梁18的两端。附接用于反应梁的位移测量装置32 在反应梁18和反作用桩14之间。位移测量仪32的上部固定在反作用梁18上; 并且安装在下部的位移传感器34的位移检测部与反应堆14的顶面14U接触。由位移传感器34进行的测量结果输出到控制器38中; 并且控制器38通过确定反应梁18的倾斜度来控制液压泵39。

5. 发明专利

JP2011017218A Method for installing and recovering earth pressure gauge, and structure for installing the earth pressure gauge 审中-公开
标题翻译：用于安装和恢复地球压力计的方法以及安装地球压力计的结构
公开(公告)号：JP2011017218A
公开(公告)日：2011-01-27
申请号：JP2009163789
申请日：2009-07-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA TAKESHI , TSUCHIYA TOMIO , HAMADA JUNJI , OMOTO SATOSHI
IPC分类号： E02D1/00
摘要： PROBLEM TO BE SOLVED: To recover an earth pressure gauge, which is installed below a loading slab, without damaging the earth pressure gauge, after a loading test.SOLUTION: Silica sand 20 is leveled off in a hole section 18 which is formed by digging down the ground 30; and the earth pressure gauge 12 is installed. A resin sheet 22 is arranged in such a manner as to cover a top surface of the silica sand 20 and a pressure receiving surface 12A of the earth pressure gauge 12; and a peripheral edge 22A of the sheet 22 is exposed on the ground 30 around the hole section 18. In addition, mortar is infilled onto the top surface of the sheet 22 and hardened, so as to form a mortar layer 24. The loading slab 16 made of a concrete slab, in which a wire mesh bar 26 is arranged, is constructed on the ground 30 and the mortar layer 24. After the loading test is performed by applying a vertical load to the loading slab 16, the loading slab 16 is lifted by heavy equipment. Thus, the mortar layer 24 and the sheet 22 below the loading slab 16 are pulled up integrally with the loading slab 16; and the earth pressure gauge 12 is separated from the mortar layer 24. In this state, the earth pressure gauge 12 exposed in the hole section 18 is recovered.
摘要翻译：要解决的问题：在装载试验后，回收安装在装载板下方的土压力表，而不会损坏土压力表。解决方案：硅砂20在通过挖掘形成的孔段18中平整落地30; 并安装土压力计12。树脂片22以覆盖硅砂20的上表面和土压力计12的受压面12A的方式配置; 并且片22的周边边缘22A围绕孔部分18暴露在地面30.另外，将砂浆填充到片材22的顶表面上并硬化，以形成砂浆层24.装载板在地面30和砂浆层24上构造出由布置有丝网26的混凝土板制成的16。在通过对装载板16施加垂直载荷来进行装载试验之后，装载板16 被重型设备解除。因此，砂浆层24和装载板16下方的板22与装载板16一体地拉起; 并且土压力表12与砂浆层24分离。在这种状态下，露出在孔部分18中的土压力计12被回收。

6. 发明专利

JP2010255309A Foundation structure for structure 审中-公开
标题翻译：结构基础结构
公开(公告)号：JP2010255309A
公开(公告)日：2010-11-11
申请号：JP2009106803
申请日：2009-04-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANIGAWA TOMOHIRO , HAMADA JUNJI , YAMASHITA KIYOSHI , ASO NAOKI , SAITO TAKASHI
IPC分类号： E02D5/80 , E02D5/74 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To obtain a foundation structure for a structure, which can prevent a structure from being pushed from the mountain side under a soil pressure and from sliding in the lateral direction through a simple method when the structure is built in a hilly terrain or the like. SOLUTION: An anchor member 24 is vertically embedded in the ground 30, and tension is exerted on the tension steel fixed on a spread foundation 22. Because of this, the spread foundation 22 is attracted to the ground 30. Because of the attraction of the spread foundation 22 by the ground 30, a grounding pressure which is acted on the ground 30 by building 10 increases, and a frictional force in the lateral direction which is produced between the building 10 and the ground 30 increases. By increasing the frictional force like this, the building 10 can be prevented from being pushed from the mountain side under a soil pressure and from sliding in the lateral direction when the building 10 is built on a hilly terrain or the like. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了获得一种结构的基础结构，其可以防止结构在土壤压力下从山侧被推动并且通过简单的方法沿着横向滑动，当结构被构建时丘陵地形等。解决方案：锚固构件24垂直地嵌入地面30，并且张力被施加在固定在铺展基座22上的张力钢上。由此，扩展基础22被吸引到地面30上。由于通过地面30对铺展基础22的吸引，由建筑物10作用在地面30上的接地压力增加，并且在建筑物10和地面30之间产生的横向方向上的摩擦力增加。通过增加这样的摩擦力，可以防止建筑物10在建筑物10被建立在丘陵地形等上时在土压力下从山侧被推压而在横向方向上滑动。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2010037840A Method for rotatively burying pile with blade 有权
标题翻译：用叶片旋转钻孔的方法
公开(公告)号：JP2010037840A
公开(公告)日：2010-02-18
申请号：JP2008202980
申请日：2008-08-06
申请人： Asahi Kasei Construction Materials Co Ltd , Takenaka Komuten Co Ltd , 旭化成建材株式会社 , 株式会社竹中工務店
发明人： KUNIMATSU SATOSHI , HAMADA JUNJI
IPC分类号： E02D7/22
摘要： PROBLEM TO BE SOLVED: To bury a pile into ground in such a manner as to increase the strength of a pile head portion.
SOLUTION: Characteristically, this method for rotatively burying the pile with the spiral blade includes: a mixing or replacement step of mixing a solidification material with soil in a desired position in the ground or replacing the soil with the solidification material; a tilting step of tilting the pile with the blade to a desired burial angle; and a burial step of burying the pile with the blade into the ground until a leading end of the pile with the blade reaches a mixture or a substitution product, produced by the mixing or replacement step, while checking the burial direction of the pile with the blade.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：以增加桩头部分的强度的方式将桩埋入地下。解决方案：特征在于，用螺旋叶片将桩旋转埋置的方法包括：将固化材料与地面中所需位置的土壤混合或用固化材料代替土壤的混合或替换步骤; 倾斜步骤，使所述桩与所述刀片倾斜到期望的埋置角度; 以及将刀片与刀片一起埋入地面中的埋置步骤，直到具有刀片的桩的前端到达通过混合或替换步骤产生的混合物或替代产品，同时检查桩的埋藏方向刀。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008013911A Horizontal resistance deriving device, horizontal resistance deriving method and horizontal resistance deriving program 有权
标题翻译：水平电阻传递装置，水平电阻传播方法和水平电阻导出方案
公开(公告)号：JP2008013911A
公开(公告)日：2008-01-24
申请号：JP2006182740
申请日：2006-06-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , HAMADA JUNJI , IWASA HIROMITSU , USAMI TORU , MIYAUCHI YASUMASA , KEI TAKAHIRO
IPC分类号： E02D27/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a horizontal resistance deriving device, a horizontal resistance deriving method and a horizontal resistance deriving program, capable of easily deriving horizontal resistance of a pile, without requiring an experiment and an FEM analysis.
SOLUTION: Shape information of indicating a shape of the pile including a virtual pile existing virtually, is inputted via a keyboard 14 and a mouse 16, as existing virtually in a state of extending the pile in a footing for arranging the pile as a calculation object of a predetermined physical quantity indicating horizontal resistance to seismic force. A CPU 22 calculates the predetermined physical quantity of the pile by a predetermined theoretical expression by using the inputted shape information, and displays the predetermined physical quantity by a display 18.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供水平电阻导出装置，水平电阻导出方法和水平电阻导出程序，能够容易地导出堆的水平电阻，而不需要实验和FEM分析。
解决方案：通过键盘14和鼠标16输入表示包括虚拟地存在的虚拟桩的桩的形状的形状信息，其实际上是将堆叠放置在用于布置桩的基础的状态下存在的状态表示对地震力的水平阻力的预定物理量的计算对象。 CPU22通过使用输入的形状信息通过预定的理论表达式计算堆的预定物理量，并通过显示器18显示预定的物理量。（C）2008，JPO＆INPIT

9. 发明专利

JP2007262662A Ground base isolation structure using phase difference 有权
标题翻译：使用相位差的地基分离结构
公开(公告)号：JP2007262662A
公开(公告)日：2007-10-11
申请号：JP2006085119
申请日：2006-03-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , INUKAI TOMOYUKI , TSUCHIYA TOMIO , YAMADA TAKESHI
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a ground base isolation structure capable of reducing the response of a structure by so forming a part of a ground for a structure under its foundation that the input of a seismic wave, which is the natural frequency of the structure, to the bottom of the foundation of the structure supported by the ground is reduced by reducing the speed of the shearing wave of the ground in an earthquake to displace the phase and utilizing the phase difference of the ground or that the vibration of the ground is not propagated to the structure.
SOLUTION: The ground just below the structure is divided into a plurality of sections in plan view. The ground of each section is structured as a columnar ground in which two types of vertical speeds of the shearing wave in the earthquake are produced. By utilizing the phase difference of each columnar ground, the input of the earthquake into the structure supported by these grounds is reduced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过形成其基础结构的地面的一部分来减小结构的响应的接地基隔离结构，即作为固有频率的地震波的输入通过降低地震中地面的剪切波的速度来降低地面支撑结构的基础的底部，使相位移位并利用地面的相位差或振动地面不传播到结构。
解决方案：平面图中刚刚在结构下面的地面分为多个部分。每个部分的地面被构造为一个柱状地面，其中产生了两种类型的地震中剪切波的垂直速度。通过利用每个柱状地面的相位差，减少了由这些地面支撑的结构的地震输入。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2007211521A Loading test method for cast-in-place pile 审中-公开
标题翻译：装载桩的装载测试方法
公开(公告)号：JP2007211521A
公开(公告)日：2007-08-23
申请号：JP2006033915
申请日：2006-02-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAWAI EISAKU , TSUCHIYA TOMIO , HAMADA JUNJI
IPC分类号： E02D1/00 , E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a loading test method for a cast-in-place pile, which enables an accurate test result to be obtained by surely separating a standpipe and the cast-in-place pile from each other.
SOLUTION: In this loading test method for the cast-in-place pile, a pile forming hole 3, the diameter of which is smaller than the inside diameter D1 of the standpipe 2, is almost concentrically drilled below the standpipe 2; a reinforcing bar 4 is inserted into the pile forming hole 3; concrete 5 is placed for the construction of the cast-in-place pile 1; and a jack 8 makes a downward push-in force acts on the cast-in-place pile 1 via a pile 6 for a loading test, which is connected to an upper part of the cast-in-place pile 1, so that the loading test can be performed. The pile 6 for the loading test is prepared, and the cast-in-place pile 1 is constructed by hardening the concrete 5 which is placed in the pile forming hole 3. In this case, a lower end of the pile 6 for the loading test is inserted into the pile forming hole 3; the pile 6 for the loading test and the cast-in-place pile 1 are connected together; and subsequently, the loading test is performed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供现浇桩的装载试验方法，通过确定将立管和现浇桩相互分离，可以获得准确的试验结果。解决方案：在现浇桩的装载试验方法中，直径小于竖管2的内径D1的桩形孔3几乎同心地钻在立管2的下方; 钢筋4被插入桩形成孔3中; 混凝土5用于施工现浇桩1; 并且千斤顶8通过用于加载测试的桩6向现浇桩1施加向下的推入力，该桩6连接到现浇桩1的上部，使得可以进行加载测试。准备用于装载试验的桩6，并且现浇桩1通过硬化放置在桩形成孔3中的混凝土5而构成。在这种情况下，桩6的下端用于装载试验插入桩形成孔3中; 用于装载试验的桩6和现浇桩1连接在一起; 然后进行装载试验。版权所有（C）2007，JPO＆INPIT

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