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1. 发明专利

JP2012167496A Wall body provided with liquefaction countermeasure and steel sheet pile with liquefaction prevention function 有权
标题翻译：具有液化度计的墙体和具有液体预防功能的钢板
公开(公告)号：JP2012167496A
公开(公告)日：2012-09-06
申请号：JP2011029905
申请日：2011-02-15
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： SAIMURA YUKIO , OTOSHI KAZUTAKA , KAMEYAMA AKIHISA , KOBAYASHI YOICHI , TANAKA HIROMASA , NISHIYAMA TERUKI
IPC分类号： E02D5/03 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a wall body and a steel sheet pile capable of providing the ground, having a sand layer posing a risk of liquefaction on an occurrence of an earthquake but performing high water permeability in normal time, with a drainage function for liquefaction restoration without inhibiting the water permeability in the normal time.SOLUTION: A planar resin material 13a configuring a drainage member is installed at an inside of a main body of a steel sheet pile 11 surrounded by a web 11a and flanges 11b thereof. The web 11a of the main body of the steel sheet pile 11 has many permeable holes 12 therein. Thus, an environmental-friendly steel sheet pile wall with a liquefaction countermeasure can be constructed in the ground by driving the steel sheet piles 11 with the drainage members into the ground while fitting left and right side joints 11c and 11d thereof. The permeable holes 12 in the web 11a of the main body of the steel sheet pile 11 enable underground water to smoothly flow without being interfered in normal time and thereby solving a problem with drawdown of a well or lowering of an underground water level behind the steel sheet pile wall. Also, the planar resin material 13a configuring the drainage member enables excess pore water pressure to be dispersed therethrough and thereby restraining liquefaction of the ground on an occurrence of an earthquake.
摘要翻译：要解决的问题：为了提供能够提供地面的墙体和钢板桩，在发生地震时具有液化风险的沙层，但在正常时间内具有高透水性，用于液化恢复的排水功能，而不会在正常时间内抑制透水性。解决方案：构成排水构件的平面树脂材料13a安装在由纸幅11a及其凸缘11b包围的钢板桩11的主体的内部。钢板桩11的主体的腹板11a在其中具有许多透气孔12。因此，通过将钢板桩11与排水构件一起驱动到地面中，可以在地面中构造具有液化对策的环保钢板桩壁，同时配合其左右侧接头11c和11d。钢板桩11的主体的腹板11a中的可渗透孔12能够使地下水顺利地流动而不会在正常时间受到干扰，从而解决了井的下降或钢水后面的地下水位的降低的问题板桩墙。此外，构成排水构件的平面树脂材料13a能够使超孔隙水压力分散，从而在发生地震时抑制地面的液化。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011256592A Construction method for steel sheet pile with drainage function 有权
标题翻译：具有排水功能的钢板桩的施工方法
公开(公告)号：JP2011256592A
公开(公告)日：2011-12-22
申请号：JP2010131725
申请日：2010-06-09
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NISHIYAMA TERUKI , TANAKA HIROMASA , SAIMURA YUKIO , KAMEYAMA AKIHISA , OTOSHI KAZUTAKA , KOBAYASHI YOICHI
IPC分类号： E02D5/04 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a steel sheet pile with a drainage function capable of being effectively executed without damaging a drainage member and a protection member.SOLUTION: A steel sheet pile 1 is set to a driving device 10 and a driving work of the steel sheet pile 1 is commenced. When the steel sheet pile 1 is driven down to a certain depth and a position where tips of a drainage member 2 and a protection member 3 to be attached to the steel sheet pile 1 is come down close to a ground level accordingly, the tips of the drainage member 2 and the protection member 3 are fixed to a tip fixing tool 4 provided on the steel sheet pile 1 while the tip fixing tool 4 is on the ground beneath the driving device 10. Then, the driving work is resumed until the steel sheet pile 1 is driven down to a prescribed depth while fixing the drainage member 2 and the protection member 3 to the steel sheet pile at discrete positions to prevent the same from being removed from the steel sheet pile 1. The drainage member 2 is cut off together with the steel sheet pile when the same are driven down to the prescribed depth. The driving work is completed after cutting off the protection member 3, in case of leaving the same in the ground, at a prescribed length in the same manner as the drainage member 2 or pulling out the protection member 3 for removal, in case of pulling out the same from the ground.
摘要翻译：要解决的问题：提供一种能够有效执行排水功能的钢板桩的施工方法，而不会损坏排水构件和保护构件。解决方案：将钢板桩1设置在驱动装置10上，开始钢板桩1的驱动作业。当将钢板桩1向下驱动到一定的深度并且相应地将要安装到钢板桩1上的排水构件2和保护构件3的尖端下降到接地面的位置时，排出构件2和保护构件3固定到设置在钢板桩1上的前端固定工具4，同时前端固定工具4位于驱动装置10下面的地面上。然后，恢复驱动工作直到钢将排出构件2和保护构件3固定在离散位置的钢板桩上的同时将片桩1向下驱动到规定的深度，以防止其从钢板桩1中移出。排水构件2被切断与钢板桩一起下降到规定的深度。在与保持部件3相同的情况下，以与排水部件2相同的方式切断保护部件3，以规定的长度切断保护部件3，拔出保护部件3以进行拆卸时的驱动工作。从地上出来一样。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010144209A Steel, steel sheet pile, steel pipe sheet pile, steel pipe stake, steel sheet pile wall, and steel pipe sheet pile wall 审中-公开
标题翻译：钢，钢板，钢管板，钢管桩，钢板桩墙和钢管板桩墙
公开(公告)号：JP2010144209A
公开(公告)日：2010-07-01
申请号：JP2008321804
申请日：2008-12-18
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMIMURA TAKAYUKI , YUKI HIDEAKI , KAJIMA KAZUYUKI , KOBAYASHI YOICHI , KANO YUTAKA
IPC分类号： C22C38/00 , C22C38/58 , E02B3/06 , E02D5/04 , E02D31/06
摘要： PROBLEM TO BE SOLVED: To provide a steel, a steel sheet pile, a steel pipe sheet pile, a steel pipe stake, a steel sheet pile wall, and a steel pipe sheet pile wall, having sufficient corrosion resistance. SOLUTION: Provided is the steel for which a corrosion resistant part and a carbon steel part are connected in a longitudinal direction, wherein the corrosion resistant part is composed of a high corrosion resistance steel prescribed in the following, and also provided are the steel sheet pipe, steel pipe sheet pile, steel pipe stake, steel sheet pile wall and steel pipe sheet pile wall. The high corrosion resistance steel contains, by mass, 0.001 to 0.15% C, ≤2.5% Si, >0.5 to 2.5% Mn, COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供具有足够耐腐蚀性的钢，钢板桩，钢管桩桩，钢管桩，钢板桩墙和钢管桩桩墙。
解决方案：提供耐腐蚀部分和碳钢部分沿纵向连接的钢，其中耐腐蚀部分由以下规定的高耐腐蚀性钢组成，并且还提供钢板管，钢管桩桩，钢管桩，钢板桩墙和钢管桩桩墙。高耐腐蚀性钢含有0.001〜0.15％的C，≤2.5％的Si，> 0.5〜2.5％的Mn，<0.03％的P，≤0.005％的S，<0.2％的Cu，<0.2％的Ni，0.01〜 3.0％Cr，0.003〜0.1％Al，0.001〜0.1％N和0.03〜0.50％Sn，余量为Fe与杂质，Cu / Sn比≤1。此外，高耐腐蚀性钢可以含有选自Ti，Nb，Mo，W，V，Ca，Mg和稀土金属中的一种或多种。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2005232908A Joint structure of pile head section and constructing method of pile 有权
标题翻译：桩头联合结构和桩的构造方法
公开(公告)号：JP2005232908A
公开(公告)日：2005-09-02
申请号：JP2004046302
申请日：2004-02-23
申请人： Shimizu Corp , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 清水建設株式会社
发明人： ISODA KAZUHIKO , OTSUKI AKIRA , TANAKA HIROMASA , KOBAYASHI YOICHI
IPC分类号： E02D5/34 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a constructing method of a pile provided with a pile body having a joint structure of a pile head capable of forming a high strength at a low cost and having a good workability in a simple constitution.
SOLUTION: A radially widening member 2 is provided in the head of a steel pipe 1a, The steel pipe 1a is fixed to the upper part of a cage 17a constituting a cast-in-place concrete pile 17 and erected in a pile hole 12 in a base ground 11. Concrete 22 is placed in the pile hole 12 so as to embed the cage 17a and the cast-in-place concrete pile 17 forming a lower pile structure is constructed. A peripheral setting liquid 14 is injected in the gap between the steel pipe 1a and hole wall. Concrete 22 is charged in the steel pipe 1a to construct a pile body 1 forming the super structure. The periphery of the pile body 1 is excavated to form a foundation bottom face 13. Thereafter, anchor members are disposed. The other end 3b of the anchor member is embedded in the foundation horizontal member or the superstructure or the like , a joint structure with the foundation horizontal member or the superstructure or the like is formed at the pile head of the pile body 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：提供一种设置有具有能够以低成本形成高强度并且具有良好的可加工性的桩头的接头结构的桩体的桩的构造方法。解决方案：在钢管1a的头部设置有径向加宽构件2.钢管1a固定在构成现浇混凝土桩17的笼17a的上部，并竖立在桩中在基座11中的孔12中。混凝土22被放置在桩孔12中以便嵌入保持架17a并构成形成较低桩结构的现浇混凝土桩17。在钢管1a和孔壁之间的间隙中注入周边设定液14。将混凝土22装入钢管1a中，构成形成超结构的桩体1。挖掘桩身1的周边以形成基础底面13.此后，设置锚固构件。锚固构件的另一端3b嵌入基础水平构件或上部结构等中，在桩体1的桩头处形成有与基础水平构件或上部结构等的接合结构。
版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2005171480A Joint structure of pile head part and method of constructing pile body 有权
标题翻译：桩头接头结构及其构造方法
公开(公告)号：JP2005171480A
公开(公告)日：2005-06-30
申请号：JP2003408136
申请日：2003-12-05
申请人： Shimizu Corp , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 清水建設株式会社
发明人： ISODA KAZUHIKO , OTSUKI AKIRA , TANAKA HIROMASA , KOBAYASHI YOICHI
IPC分类号： E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a pile head part having excellent workability by a simple structure and capable of securing rigid connection with a foundation horizontal member or an upper structure without allowing the pile head part to be destructed even under large earthquake and a method of constructing a pile body. SOLUTION: After an upper diaphragm 5 and a lower diaphragm 8 are fixed to the top and bottom end faces of an outer steel tube 4, the pile body 1 is inserted into these through holes 5a and 8a, and the hole edges of through holes 5a and 8a are fixed to the outer peripheral faces of the steel tube forming the pile body 1. A hardener 10 is filled in clearance parts formed between the pile body 1, the outer steel tube 4, the upper diaphragm 5, and the lower diaphragm 8 to manufacture the pile body 1 as a pre-cast member having a diameter-expanded member 2. After a pile hole is bored in a ground and the pile body 1 having the diameter-expanded member 2 is driven therein, the ground around the pile body 1 is excavated to form a foundation bottom surface, and one end of an anchor member 3 is fixed, at a specified position, onto the surface 5c of the upper diaphragm 5 of the diameter-expanded member 2. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过简单的结构提供具有优异可加工性的桩头部分的接合结构，并且能够确保与基础水平构件或上部结构的刚性连接，而不会使桩头部分甚至被破坏在大地震下和构筑桩体的方法。解决方案：在将上隔膜5和下隔膜8固定到外钢管4的顶端面和底端面之后，将桩体1插入这些通孔5a和8a中，并且孔边缘通孔5a和8a固定在形成桩体1的钢管的外周面上。固化剂10填充在堆积体1，外钢管4，上隔膜5和下隔板8制造为具有直径扩大构件2的预制构件的桩体1.在桩孔钻孔后，在其中驱动具有直径膨胀构件2的桩体1，地面围绕桩体1被挖掘以形成基础底面，锚定构件3的一端在指定位置固定在直径扩大构件2的上隔膜5的表面5c上。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2005155066A Joint structure of pile head part 审中-公开
标题翻译：双头联合结构部分
公开(公告)号：JP2005155066A
公开(公告)日：2005-06-16
申请号：JP2003392088
申请日：2003-11-21
申请人： Shimizu Corp , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 清水建設株式会社
发明人： TANAKA HIROMASA , KOBAYASHI YOICHI , ISODA KAZUHIKO , OTSUKI AKIRA
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a pile head part, which can easily be constructed, and which can surely transfer bending moment while preventing the come-off of a pile and the destruction of a structure even if an outer steel pipe is short.
SOLUTION: In this joint structure of the pile head part, an anchor bar 4 is fixed to the outside of the head part of the pile 1 which is installed in ground; the outside of the head part of the pile 1 is fitted into the outer steel pipe 3 whose inside diameter is almost equal in dimension to an outside diameter of the pile 1; and at least an upper end of the pipe 3 is embedded in an upper footing 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以容易地构造的桩头部分的接合结构，并且其可以确保地传递弯矩同时防止桩的脱落和结构的破坏，即使外钢管短。解决方案：在桩头部分的这种接头结构中，锚杆4固定在安装在地面上的桩1的头部的外侧; 桩1的头部的外侧与内径几乎等于桩1的外径的外钢管3嵌合; 并且管3的至少上端嵌入在上基脚2中。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004324342A Joint structure and joining method for concrete filling steel pipe and cast-in-place concrete pile 审中-公开
标题翻译：混凝土填充钢管和混凝土混凝土桩的接头结构和接合方法
公开(公告)号：JP2004324342A
公开(公告)日：2004-11-18
申请号：JP2003123645
申请日：2003-04-28
申请人： Shimizu Corp , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 清水建設株式会社
发明人： OTSUKI AKIRA , ISODA KAZUHIKO , TAKURA TAKASHI , KOBAYASHI YOICHI , TANAKA HIROMASA
IPC分类号： E02D5/34 , E02D5/30 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a joint structure and a joining method low in cost with good workability and positively transmitting the axial force, bending moment and shearing force of a concrete filling steel pipe used as an upper pile, to a cast-in-place concrete pile used as a lower pile. SOLUTION: This joint structure is constituted to insert the lower end part of the concrete filling steel pipe 2 in a steel shieth pipe 1 provided in the upper end part of the cast-in-place concrete pile 3. Concrete or mortar is filled in a clearance between the cast-in-place concrete pile 3 and the steel shieth pipe 1 and in a clearance between the steel shieth pipe 1 and the concrete filling steel pipe 2, and the concrete filling steel pipe 2 and the cast-in-place concrete pile 3 are integrally formed through the steel shieth pipe 1. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决问题：为了提供低成本的接合结构和接合方法，具有良好的可加工性，并且将用作上部桩的混凝土填充钢管的轴向力，弯矩和剪切力作用于铸件 - 作为下桩的地下混凝土桩。
解决方案：该接头结构构成为将混凝土填充钢管2的下端部插入设置在现浇混凝土桩3的上端部的钢管40中。混凝土或砂浆是填充在现浇混凝土桩3和钢管40之间的间隙中，并且在第四十管钢管1和混凝土填充钢管2之间的间隙中，混凝土填充钢管2和铸件砼混凝土桩3通过钢管第一管1整体形成。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004211312A Rotary penetration pile 审中-公开
标题翻译：旋转穿透桩
公开(公告)号：JP2004211312A
公开(公告)日：2004-07-29
申请号：JP2002379315
申请日：2002-12-27
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KUSAKA HIROTAKA , TANAKA HIROMASA , KOBAYASHI YOICHI , SAIMURA YUKIO
IPC分类号： E02D5/56 , E02D5/72
摘要： PROBLEM TO BE SOLVED: To provide an economical rotary penetration pile capable of resisting bending moment transmitted from a blade and unlowered in supporting performance.
SOLUTION: A pile tip member 3 with an outer diameter D having a plurality of blades 2 circumferentially dividing the outer periphery of the pile is mounted to the tip part of a general pile part 1. The pile tip member 3 is formed to be thicker in wall thickness than the general pile part 1 or formed of a high strength material to resist bending moment generated by the force applied to the blade 2. In the mounting part of one blade 2, a position where stress generated to the pile tip member 3 is maximum is made a reference position 4, and a length L
1 from the reference position 4 to the rear end of the pile tip member 3 is made 0.1 D to 0.5 D.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种经济的旋转穿刺桩，其能够抵抗从叶片传递的弯矩并且不受支撑性能的影响。解决方案：将具有多个叶片2的外径D的绒头末端构件3周向地划分为绒毛的外周，安装在一般绒毛部分1的末端部分上。绒头末端部件3形成为壁厚比普通绒头部分1厚或由高强度材料形成，以抵抗施加到刀片2的力产生的弯矩。在一个刀片2的安装部分中，产生到绒头尖端的应力位置将基准位置4的最大值作为基准位置4，从基准位置4到桩端部件3的后端的长度L 1 为0.1D〜0.5D。（C）2004，JPO＆NCIPI

9. 发明专利

JP2004162414A Cast-in-place concrete filling steel pipe pile and construction method thereof 有权
标题翻译：钢管混凝土填充钢管及其施工方法
公开(公告)号：JP2004162414A
公开(公告)日：2004-06-10
申请号：JP2002330473
申请日：2002-11-14
申请人： Shimizu Corp , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 清水建設株式会社
发明人： TAKURA TAKASHI , OTSUKI AKIRA , ISODA KAZUHIKO , AOKI TAKASHI , KOBAYASHI YOICHI , TANAKA HIROMASA
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place concrete filling steel pipe pile having high earthquake resistant efficiency at a low cost, at the same time, capable of being easily reused with good workability and a construction method for the cast-in-place concrete filling steel pipe pile.
SOLUTION: A general section 2 of the cast-in-place concrete filling steel pipe pile 1 is equipped with a small calibered steel pipe 4 having an approximately small external diameter in comparison with a sectional diameter of a hole 12 and concrete 5 filled inward of the steel pipe 4. While, the pile front end section 3 is constituted in a reinforced concrete construction consisting of a cage reinforcement 8 and the concrete 5, the neighborhood of the upper end section of vertically arranged main reinforcement 6 is fixed on the inner circumferential surface near-by the lower end section of the steel pipe 4 through a fixed means such as a welding or the like. A gap is made between a hole wall of a hole 12 in the ground 13 placing the cast-in-place concrete filling steel pipe pile 1 therein and the outer circumferential surface of the steel pipe 4. The gap is filled with a solidified filler 9, and sufficient frictional force is ensured between the gap and the hole wall of the hole 12.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供低成本地具有高抗震效率的现浇混凝土填充钢管桩，同时能够容易地重复使用，具有良好的可加工性和用于现浇混凝土灌注钢管桩。解决方案：现浇混凝土填充钢管桩1的一般部分2配备有与孔12和混凝土5的截面直径相比具有近似小的外径的小口径钢管4 填充钢管4的内侧。同时，桩前端部3由包括保持架加强件8和混凝土5的钢筋混凝土构造构成，垂直配置的主加强件6的上端部的附近被固定在通过诸如焊接等的固定装置在钢管4的下端部附近的内周面。在地面13中的孔12的孔壁之间形成有现浇混凝土填充钢管桩1和钢管4的外周面之间的间隙。间隙填充有凝固填料9 并且在孔12的间隙和孔壁之间确保足够的摩擦力。版权所有（C）2004，JPO

10. 发明专利

JP2001323459A STEEL PIPE MEMBER FOR SMALL DIAMETER PILE 失效
公开(公告)号：JP2001323459A
公开(公告)日：2001-11-22
申请号：JP2000141951
申请日：2000-05-15
申请人： SUMITOMO METAL IND
发明人： MURATA HIROYOSHI , KUROSAKI KAZUYASU , KOBAYASHI YOICHI
IPC分类号： E02D5/54 , E02D5/24 , E02D5/28
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe member for a small diameter pile enabling the bearing force of the small diameter hole to be fully exhibited by rationally and economically enhancing load transfer performance between the steel pipe member and a cement type material around it. SOLUTION: The steel pipe member 1 having an outside diameter of about 300 mm or less and inserted in a drillhole is anchored in the ground by use of a cement type material serving as a grout 4, to form the small diameter pile. Approximately annular or helical knots 2 are formed on the surface of contact between the steel pipe member 1 and the grout 4 around it, by welding weld beads or ring plates or wires. The height h of the knot 2 is 1.5 to 10 mm and the ratio h/p of the knot height h to the knot interval p is 0.06 or less.

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