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

AU2010323440B2 Joint structure for steel pipe sheet pile, steel pipe sheet pile foundation, and method of building steel pipe sheet pile foundation 未知
公开(公告)号：AU2010323440B2
公开(公告)日：2016-03-31
申请号：AU2010323440
申请日：2010-11-29
申请人： NIPPON STEEL CORP
发明人： ISHIHAMA YOSHIROH , NISHIUMI KENJI , YAMASHITA HISAO , TERAMOTO YASUYUKI , IWAMURA EISE , MURAI KENJI , TAKEUCHI SATOSHI , NAGASHIMA SATOSHI
IPC分类号： E02D5/08
摘要： A joint structure for a steel pipe pile, comprising: a steel pipe pile's first main pipe; a steel pipe pile's second main pipe which is adjacent to the steel pipe pile's first main pipe;

2. 发明专利

AU2010261247B2 Structure for connecting steel pipe sheet piles, and structure body 未知
公开(公告)号：AU2010261247B2
公开(公告)日：2015-09-24
申请号：AU2010261247
申请日：2010-06-15
申请人： NIPPON STEEL CORP
发明人： IWAMURA EISE , MURAI KENJI , NAGASHIMA SATOSHI , AOYAGI TAKAYOSHI
IPC分类号： E02D5/08 , E02D5/14 , E02D19/04
摘要： Disclosed is a structure for connecting steel pipe sheet piles which is provided with: a pair of first L-shaped members which are joined, both facing inwards, to the side of a first steel pipe sheet pile; and a pair of second L-shaped members which are provided opposite the first L-shaped members and joined, both facing outwards, to the side of a second steel pipe sheet pile adjacent to the first steel pipe sheet pile. The pair of second L-shaped members is positioned inside of the pair of first L-shaped members, and concrete containing aggregate is placed in the space enclosed by the pair of first L-shaped members and the pair of second L-shaped members. The gap between the tip ends of the first L-shaped members and the second L-shaped members is smaller than the aggregate grain size, and the gap between the tip ends of the second L-shaped members and the first L-shaped members is at least twice the aggregate grain size.

3. 发明专利

AU2010323440A1 Joint structure for steel pipe pile, steel pipe pile foundation, and method of building steel pipe pile foundation 未知
公开(公告)号：AU2010323440A1
公开(公告)日：2012-06-07
申请号：AU2010323440
申请日：2010-11-29
申请人： NIPPON STEEL CORP
发明人： ISHIHAMA YOSHIROH , NISHIUMI KENJI , YAMASHITA HISAO , TERAMOTO YASUYUKI , IWAMURA EISE , MURAI KENJI , TAKEUCHI SATOSHI , NAGASHIMA SATOSHI
IPC分类号： E02D5/08
摘要： A joint structure for a steel pipe pile, comprising: a steel pipe pile's first main pipe; a steel pipe pile's second main pipe which is adjacent to the steel pipe pile's first main pipe;a male joint which is provided with a pair of male legs mounted to the steel pipe pile's first main pipe and also with a pair of male arms extending from the male legs so as to separate from each other, and which has protrusions and depressions formed on the surface thereof; a female joint which is provided with a pair of female legs mounted to the steel pipe pile's second main pipe and also with a pair of female arms extending from the female legs so as approach each other, and which is engaged with the male joint; and a plate-like member which is provided to the steel pipe pile's second main pipe at a position between the pair of female legs, and which has protrusions and depressions formed on the surface thereof.

4. 发明专利

AU2010261247A1 Structure for connecting steel pipe sheet piles, and steel pipe sheet pile structure 未知
公开(公告)号：AU2010261247A1
公开(公告)日：2012-01-19
申请号：AU2010261247
申请日：2010-06-15
申请人： NIPPON STEEL CORP
发明人： IWAMURA EISE , MURAI KENJI , NAGASHIMA SATOSHI , AOYAGI TAKAYOSHI
IPC分类号： E02D5/08 , E02D5/14 , E02D19/04
摘要： Disclosed is a structure for connecting steel pipe sheet piles which is provided with: a pair of first L-shaped members which are joined, both facing inwards, to the side of a first steel pipe sheet pile; and a pair of second L-shaped members which are provided opposite the first L-shaped members and joined, both facing outwards, to the side of a second steel pipe sheet pile adjacent to the first steel pipe sheet pile. The pair of second L-shaped members is positioned inside of the pair of first L-shaped members, and concrete containing aggregate is placed in the space enclosed by the pair of first L-shaped members and the pair of second L-shaped members. The gap between the tip ends of the first L-shaped members and the second L-shaped members is smaller than the aggregate grain size, and the gap between the tip ends of the second L-shaped members and the first L-shaped members is at least twice the aggregate grain size.

5. 发明专利

JP2011111873A Steel pipe sheet pile structure and method for constructing the same 有权
标题翻译：钢管板结构及其构造方法
公开(公告)号：JP2011111873A
公开(公告)日：2011-06-09
申请号：JP2009272216
申请日：2009-11-30
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： ISHIHAMA YOSHIRO , SAIKAI KENJI , YAMASHITA HISAO , TERAMOTO YASUAKI , IWAMURA HIDEYO , MURAI KENJI , TAKEUCHI SATOSHI , NAGASHIMA SATOSHI
IPC分类号： E02D5/08
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe sheet pile structure which enables the easy and secure performance of the cleaning of a joint space and the filling of mortar and concrete and which can make construction efficiency proper by increasing the efficiency of the manufacture of a steel pipe sheet pile; and to provide a method for constructing the steel pipe sheet pile structure.
SOLUTION: This steel pipe sheet pile structure includes the plurality of steel pipe sheet piles 2 which penetrate the ground while having joints 5 and 6 of the adjacent steel pipe sheet piles 2 fitted together. Only the female joints 5 are provided in two locations in the one female steel pipe sheet pile 2A, respectively; and only the male joints 6 are provided in two locations in the other steel pipe sheet pile 2B, respectively. Since the female and male steel pipe sheet piles 2A and 2B are formed in symmetrical shapes, respectively, deformation of a steel pipe sheet pile main 4, which is caused in the welding of the joint, becomes symmetrical; a correction device for the correction of the steel pipe sheet pile main 4 is simplified; and correction procedures are facilitated. Consequently, the manufacturing efficiency of the steel pipe sheet pile 2 can be increased.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管桩桩结构，其能够容易且可靠地实现接合空间的清洁和砂浆和混凝土的填充，并且可以通过提高施工效率而使施工效率适当钢管桩桩的制造; 并提供一种用于构造钢管桩桩结构的方法。解决方案：该钢管桩桩结构包括多个钢管板桩2，它们在相邻钢管桩桩2的接头5和6装配在一起的同时穿透地面。在一个母钢管板桩2A中，仅在两个位置设置母接头5，并且在另一钢管板桩2B中仅两个位置设置阳接头6。由于母钢管板2A和2B分别形成为对称的形状，所以在焊接接头时引起的钢管桩主体4的变形变得对称; 简化了用于钢管桩桩主体4的校正的校正装置; 并且有助于校正程序。因此，可以提高钢管板桩2的制造效率。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2011111872A Joint structure of steel pipe sheet pile and steel pipe sheet pile foundation 有权
标题翻译：钢管桩与钢管桩联合结构桩基
公开(公告)号：JP2011111872A
公开(公告)日：2011-06-09
申请号：JP2009272215
申请日：2009-11-30
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： ISHIHAMA YOSHIRO , SAIKAI KENJI , YAMASHITA HISAO , TERAMOTO YASUAKI , IWAMURA HIDEYO , MURAI KENJI , TAKEUCHI SATOSHI , NAGASHIMA SATOSHI
IPC分类号： E02D5/08
CPC分类号： E02D5/28 , E02D5/285
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a steel pipe sheet pile, which can achieve a reduction in construction cost and the shortening of a construction period by securing proper constructibility and stable quality and which can increase shearing strength of a joint portion; and to provide a steel pipe sheet pile foundation.
SOLUTION: An L-L joint structure is employed for female and male joints 5 and 6. This enables sure excavation of sediment in first and second filling spaces A and B of the joint portion 3, enables the sure cleaning of the insides of the spaces A and B, and enables the insides of the spaces A and B to be solidly filled with a filler 7. Additionally, a protrusion is formed on the leg portion 61 of the male joint 6, and a steel plate 8 with a protrusion is provided between the pair of female joints 5, so that the filler 7 in both the first and second filling spaces A and B can be restrained.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管桩桩的接合结构，其可以通过确保适当的构造性和稳定的质量来实现施工成本的降低和施工周期的缩短，并且可以增加施工成本的剪切强度接合部分并提供钢管桩桩基础。
解决方案：采用LL接头结构，用于母接头5和接头6。这样可以确保对接头部分3的第一和第二填充空间A和B中的沉淀物进行挖掘，从而可以确保清洁空间A和B，并且能够将空间A和B的内部牢固地填充有填料7.另外，在阳接头6的腿部61上形成突起，并且具有突起的钢板8 设置在一对母接头5之间，从而可以抑制第一和第二填充空间A和B中的填料7。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2011111871A Joint structure of steel pipe sheet pile and steel pipe sheet pile foundation 有权
标题翻译：钢管桩与钢管桩联合结构桩基
公开(公告)号：JP2011111871A
公开(公告)日：2011-06-09
申请号：JP2009272214
申请日：2009-11-30
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： ISHIHAMA YOSHIRO , SAIKAI KENJI , YAMASHITA HISAO , TERAMOTO YASUAKI , IWAMURA HIDEYO , MURAI KENJI , TAKEUCHI SATOSHI , NAGASHIMA SATOSHI
IPC分类号： E02D5/08
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a steel pipe sheet pile, which can achieve a reduction in construction cost and the shortening of a construction period by securing proper constructibility and stable quality and which can increase shearing strength of a joint portion by surely performing adhesion to a filler without reference to ground conditions, a construction error, etc.; and to provide a steel pipe sheet pile foundation.
SOLUTION: An L-L joint structure is employed for female and male joints 5 and 6. This enables sure excavation of sediment in a main filling space A of the joint portion 3 and first and second auxiliary filling spaces B and C thereof, enables the sure cleaning of the insides of the spaces A, B and C, and enables the insides of the spaces A, B and C to be solidly filled with the filler 7. In addition, a through-hole 64 is formed at the corner of the male joint 6. Thus, even when the one steel pipe sheet pile 2A and the other steel pipe sheet one 2B are brought into a compressed and fitted state, the first and second auxiliary filling spaces B and C can be surely filled with the filler 7.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管桩桩的接合结构，其可以通过确保适当的构造性和稳定的质量来实现施工成本的降低和施工周期的缩短，并且可以增加施工成本的剪切强度接头部分，无需参考地面条件，施工误差等，可以确实地对填料进行粘合; 并提供钢管桩桩基础。解决方案：对于母接头5和接头6，采用LL接头结构。这样可以确保在连接部分3的主填充空间A和第一和第二辅助填充空间B和C中的沉积物的开挖，确保空间A，B和C的内部清洁，并且能够使空间A，B和C的内部牢固地填充有填料7.另外，通孔64形成在因此，即使一个钢管板桩2A和另一个钢管板2B一体成为压缩安装状态，也可以确保第一辅助填充空间B和第二辅助填充空间C填充填充物 7.版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2011001767A Connection structure of steel pipe pile and structural body 有权
标题翻译：钢管和结构体的连接结构
公开(公告)号：JP2011001767A
公开(公告)日：2011-01-06
申请号：JP2009146271
申请日：2009-06-19
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , MURAI KENJI , NAGASHIMA SATOSHI , AOYANAGI TAKAYOSHI
IPC分类号： E02D5/08 , E02D5/14 , E02D19/04
CPC分类号： E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe pile joint having a high shearing strength, simple in structure and excellent in connection working efficiency, and capable of preventing water from being polluted.SOLUTION: A steel pipe pile 3 is installed at a bottom 5. Therefore, the lower portion (a bottom lower part 9) of the steel pipe pile 3 is buried in the bottom 5. For aggregate 25 to be easily moved in a joint 13, the movement route of the aggregate 25 must be sufficiently large relative to the size of the aggregate 25. If the movement route is small relative to the size of the aggregate 25, the route is closed by the aggregate 25, and the charge of concrete 23 is obstructed. If the gap between the front end of the arm part 19a of an L-member 15a and the outer surface of the base 17b of an L-member 15b is larger than the size of the aggregate 25, the aggregate 25 (the concrete 23) flows to the outside through the gap. If the size of the aggregate 25 is larger than the gap, the gap is clogged with the aggregate 25. Consequently, the gap is closed by the aggregate 25, and the outflow of the concrete 23 is suppressed.
摘要翻译：要解决的问题：提供一种具有高剪切强度，结构简单，连接工作效率优良的钢管桩接头，并且能够防止水被污染。解决方案：钢管桩3安装在底部5 因此，钢管桩3的下部（底部下部9）埋设在底部5中。为了在接头13中容易移动的骨料25，骨料25的移动路径必须相当大对于集料25的大小。如果运动路线相对于集料25的尺寸较小，则该路线被集料25封闭，并且混凝土23的装载被阻挡。如果L构件15a的臂部19a的前端与L构件15b的基部17b的外表面之间的间隙大于骨料25的尺寸，则骨料25（混凝土23）通过间隙流到外面。如果骨料25的尺寸大于间隙，则间隙被骨料25阻塞。因此，间隙被骨料25封闭，并且混凝土23的流出被抑制。

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