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61. 发明专利

JP2007063891A Vertical rigidity control method of joint structure making use of shear connector 有权
标题翻译：接头结构的垂直刚度控制方法切割连接器的使用
公开(公告)号：JP2007063891A
公开(公告)日：2007-03-15
申请号：JP2005253144
申请日：2005-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , TSUCHIYA TOMIO , KAWAI EISAKU , TAYA YUJI , SHIBATA TAKASHI , AOKI MASAMICHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To obtain a method for controlling the vertical rigidity of a joint structure capable of economically and rationally making use of shear connectors by adjusting an arrangement, sizes and the number of the shear connectors provided at the side of a steel material for a structure integrally connecting the steel material to soil cement or the ground through the shear connectors by providing the shear connectors at the side of the steel material.
SOLUTION: In the structure integrally connecting the steel material 1 to the soil cement 2 or the ground through the shear connectors 3 by providing the shear connectors 3 to the side of the steel material 1, the arrangement, the sizes and the number of the shear connectors 3 provided to the side of the steel material 2 are adjusted to control the vertical rigidity of the joint structure.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了获得通过调节设置在侧面的剪切连接器的布置，尺寸和数量来经济地和合理地利用剪切连接器来控制接合结构的垂直刚度的方法钢材，用于通过在钢材侧面提供剪切连接器，将钢材通过剪切连接器整体连接到土壤水泥或地面的结构。解决方案：通过在钢材1的侧面设置剪切连接器3，在通过剪切连接器3将钢材1与土壤水泥2或地面整体连接的结构中，排列，尺寸和数量设置在钢材2侧的剪切连接器3被调节以控制接头结构的垂直刚度。版权所有（C）2007，JPO＆INPIT

62. 发明专利

JP2006233666A Foundation structure of building receiving partial earth pressure 审中-公开
标题翻译：建筑物基础结构接收部分地球压力
公开(公告)号：JP2006233666A
公开(公告)日：2006-09-07
申请号：JP2005052293
申请日：2005-02-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HANAI ATSUCHIKA , YAMAMOTO MASAYUKI , OTA HIROAKI , ASO NAOKI , YAMASHITA KIYOSHI , HAMADA JUNJI , UCHIDA AKIHIKO
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure of a building receiving partial earth pressure, easily constructible with excellent economic efficiency and workability without needing to increase the rigidity of piles because of obtaining an extremely large frictional resistance force by multiplying not only the weight of the foundation but also the self-weight of the building by a friction coefficient in a foundation bottom face by adopting a pile foundation structure, that is, a so-called pile draft foundation structure which is a direct foundation structure wherein a foundation base plate (bottom face) of the building positively exhibits frictional resistance between itself and the ground, as a typical foundation utilizing friction piles with high applicability in the case of low settlement rigidity.
SOLUTION: In the foundation structure of the building constructed at a site with a height difference or inclination and receiving a horizontal force based on partial earth pressure as a long-term load, the foundation base plate of the building 10 is constructed as a direct foundation 2, and the piles 1 for sharing the horizontal force based on the partial earth pressure are constructed to share the partial earth pressure between the direct foundation 2 and the pile foundation 1 to thereby reduce the sharing of the horizontal force of the pile foundation 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供接收局部压力的建筑物的基础结构，易于构造，具有优异的经济效率和可加工性，而不需要增加桩的刚性，因为通过乘以获得极大的摩擦阻力基础的重量，也是通过采用桩基础结构的基础底面的摩擦系数的建筑物的自重，即所谓的桩基础结构，即直接基础结构，其中基础建筑物的底板（底面）正好表现出自身与地面之间的摩擦阻力，作为在低沉降刚度的情况下利用摩擦桩的典型基础。解决方案：在建筑物高度差异或倾斜的地点建筑物的基础结构中，基于部分土压作为长期载荷接受水平力，建筑物10的基础底板构造为直接基础2和基于部分土压力共享水平力的桩1被构造成共享直接基础2和桩基1之间的部分土压力，从而减少桩的水平力的共享基础1.版权所有（C）2006年，JPO＆NCIPI

63. 发明专利

JP2006176962A Semi-rigid joining structure of concrete pile and foundation slab or foundation beam and its construction method 有权
标题翻译：混凝土桩和基础钢筋或基础梁的半刚性接合结构及其构造方法
公开(公告)号：JP2006176962A
公开(公告)日：2006-07-06
申请号：JP2004368536
申请日：2004-12-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , HAMADA JUNJI , TAYA YUJI , ITO SAKATOSHI , SADAMOTO TERUMASA , ITO TAKESHI , TANIDA SHINICHI , HOSODA HIDEKAZU , SUZUKI KAZUMI
IPC分类号： E02D27/12 , E02D5/34 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a semi-rigid joining structure of a concrete pile and a foundation slab or a foundation beam, and its construction method for eliminating inconvenience such as horizontal force and the bending moment concentrate in a pile head part by an earthquake.
SOLUTION: This concrete pile 1 having the pile head part 1a of an unreinforced structure and uplifting a column steel frame 4 is driven, and a foundation slab or a foundation beam 5 of a structure is constructed on the pile head part 1a by connecting to the concrete pile 1 by the column steel frame 4.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土桩和基础板或基础梁的半刚性接合结构，以及用于消除桩头部分中的水平力和弯矩集中的不便的施工方法通过地震。解决方案：具有未加强结构的桩头部分1a和提升柱钢框架4的混凝土桩1被驱动，并且在桩头部分1a上由基础板或基础梁5构造在桩头部分1a上通过柱钢架4连接混凝土桩1。版权所有（C）2006，JPO＆NCIPI

64. 发明专利

JP2006057380A Load testing method for piled raft foundation 有权
标题翻译：桩基础的载荷测试方法
公开(公告)号：JP2006057380A
公开(公告)日：2006-03-02
申请号：JP2004242129
申请日：2004-08-23
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , OKAMOTO KEN , UCHIDA AKIHIKO , HAMADA JUNJI , NAGANO KOICHI , YAMASHITA KIYOSHI
IPC分类号： E02D33/00 , E02D1/02 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a load testing method for a piled raft foundation in which both of a pile foundation (a pile) and a spread foundation (a raft) are used.
SOLUTION: A test pile is constructed in the ground. To structure a piled raft test object, a spread foundation test board having a predetermined size and being in contact with the peripheral ground is formed on a pile head part of the test pile protruding from the ground, in a manner that the test board is structurally integrated with the test pile. A test load is applied to the pile head part of the piled raft test object to measure the support performance.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于桩基（桩）和铺展基础（筏）两者的堆筏基础的载荷试验方法。
解决方案：在地面上建造一个试桩。为了构造堆筏检验对象，在从地面突出的试验桩的桩头部分上形成具有预定尺寸并且与周边地面接触的铺展基础试验板，其方式为测试板在结构上与测试桩结合。对桩筏试验对象的桩头部分施加试验载荷，以测量支撑性能。版权所有（C）2006，JPO＆NCIPI

65. 发明专利

JP2005320689A Strain and settlement measuring method for testing vertical load on pile 有权
标题翻译：用于测试垂直载荷的应变和沉降测量方法
公开(公告)号：JP2005320689A
公开(公告)日：2005-11-17
申请号：JP2004137181
申请日：2004-05-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , OKAMOTO KEN , TSUBAKIHARA YASUNORI , HAMADA JUNJI , YAMASHITA KIYOSHI
IPC分类号： E02D1/00 , E02D33/00
摘要： PROBLEM TO BE SOLVED: To provide a strain and settlement measuring method for testing vertical load on a pile wherein coring work is reduced by using a core hole for measuring a strain and the core hole for measuring settlement in common.
SOLUTION: The core hole 2 is formed in the direction of the depth of a foundation pile 1, a measuring pipe 4 having a strain gauge is inserted in the core hole, a gap between the core hole and the measuring pipe is injected with a back filling concrete or the like to combine the measuring pipe with the foundation pile, a measuring rod 5 is positioned in a hollow section of the measuring pipe, a settlement measuring means of the measuring rod is provided, and then, mounted load is added to the foundation pile, and the strain to be generated and the settlement are measured.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于测试桩上的垂直载荷的应变和沉降测量方法，其中通过使用用于测量应变的芯孔和用于测量沉降的芯孔来降低取心工作。解决方案：芯孔2沿基础桩1的深度方向形成，将具有应变计的测量管4插入到芯孔中，注入芯孔和测量管之间的间隙使用后填充混凝土等将测量管与基桩结合在一起，将测量杆5定位在测量管的中空部分中，设置测量杆的沉降测量装置，然后安装负载为添加到基础桩中，测量产生的应变和沉降。版权所有（C）2006，JPO＆NCIPI

66. 发明专利

JP2005036581A Vertical loading testing method for ground for utilizing foundation of existing structure 审中-公开
标题翻译：用于现有结构基础的垂直加载测试方法
公开(公告)号：JP2005036581A
公开(公告)日：2005-02-10
申请号：JP2003276631
申请日：2003-07-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UCHIDA AKIHIKO , TSUCHIYA TOMIO , HAMADA JUNJI , OKAMOTO KEN , YAMASHITA KIYOSHI , KAKURAI MASAAKI
IPC分类号： E02D1/00
摘要： PROBLEM TO BE SOLVED: To provide a vertical loading testing method of the directly under ground confirming availability of the directly under ground of a structure without pulling down a foundation of the existing structure.
SOLUTION: A part of a foundation slab coming into contact with the ground surface of the existing structure is separated from the peripheral part in a predetermined size and shape to form a loading slab. A loading testing jack together with a load meter and a displacement meter are installed on the loading slab in an approximately vertical posture to have such a constitution that loading test reaction force is taken in a beam of the existing structure or a slab, and the jack is driven to perform a loading test. After the completion of the loading test, the loading slab is removed to restore the foundation slab, alternatively the loading slab is again combined with the foundation slab to restore the foundation slab.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种直接地下直立荷载测试方法，可确认直接在结构下的结构，而不会拉动现有结构的基础。解决方案：与现有结构的地表面接触的基础板的一部分以预定的尺寸和形状与周边部分分离以形成装载板。负载测试千斤顶与负载表和位移计一起以大致垂直的姿态安装在装载板上，以具有在现有结构或板坯的梁中加载测试反作用力的结构，并且千斤顶被驱动进行加载测试。装载试验完成后，拆卸装载板，恢复基础板，或者将装载板再次与基础板结合，以恢复基础板。版权所有（C）2005，JPO＆NCIPI

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