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1. 发明专利

JP2008045337A Method for processing pile head of steel pipe pile 审中-公开
标题翻译：钢管桩加工方法
公开(公告)号：JP2008045337A
公开(公告)日：2008-02-28
申请号：JP2006222168
申请日：2006-08-17
申请人： Sekisui House Ltd , Sumitomo Metal Ind Ltd , Univ Of Tokyo , 住友金属工業株式会社 , 国立大学法人東京大学 , 積水ハウス株式会社
发明人： NISHIZAKI MAKOTO , HIRAMATSU TETSUO , KOJIMA TAKASHI , SUMITOMO YOSHINORI , KUWAMURA HITOSHI , SHISHIDO TADAICHI , SENDA HIKARI , KOBAYASHI TSUTOMU
IPC分类号： E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a method for processing the pile head of a steel pipe pile by which method a space formed between the pile head of the steel pipe pile and a pile head cap is filled with a filler to fix the pile head cap to the pile head of the steel pipe pile.
SOLUTION: According to the method for processing the pile head of the steel pipe pile, the pile head 2 of the steel pipe pile 1 buried in the ground is capped with the pile head cap 5 having a pile head plate 3 bearing the load of a construction and a cylindrical portion 4 whose one end is connected to the pile head plate 3, and the space 6 formed between the pile head 2 of the steel pipe pile 1 and the pile head cap 5 is filled with the filler 7. The outer peripheral surface 2a of the pile head 2 and the inner peripheral surface 4a of the cylindrical portion 4 form a gap 8, in which a wedge member 9 having a front end section of an approximate wedge shape is inserted from below the gap 8.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：解决的问题：提供一种处理钢管桩的桩头的方法，通过该方法，在钢管桩的桩头和桩头帽之间形成的空间填充有填料以固定桩头头到钢管桩桩头。解决方案：根据钢管桩的桩头加工方法，埋在地下的钢管桩1的桩头2用桩头板5盖住，桩头盖5具有桩头板3，承载有一个结构的负荷和一个端头连接到桩头板3的圆筒部分4，并且形成在钢管桩1的桩头2和桩头帽5之间的空间6填充有填料7。绒毛头2的外周面2a和圆筒部4的内周面4a形成间隙8，在间隙8的下方插入有具有大致楔形状的前端部的楔形构件9。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2008088712A Method of reinforcing holed wood 有权
标题翻译：加固木材的方法
公开(公告)号：JP2008088712A
公开(公告)日：2008-04-17
申请号：JP2006271182
申请日：2006-10-02
申请人： Nagoya Institute Of Technology , Sekisui House Ltd , 国立大学法人名古屋工業大学 , 積水ハウス株式会社
发明人： HIJIKATA KAZUMI , HIRAMATSU TETSUO , TSUJIMOTO NAOKO , UTSUNOMIYA SHINJI , IDOTA HIDEKI
IPC分类号： E04C3/16
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing holed wood having a high reinforcing effect and capable of easily and surely performing the reinforcement.
SOLUTION: In this method of reinforcing a through-hole by press-fitting reinforcement plates 4a, 4b to the periphery of the through-hole 3 formed in holed wood 2 with an adhesive agent 6 under a predetermined pressure, the wood 2 and the reinforcement plates 4a, 4b are held by a pair of holding plates 10a, 10b in which bolt holes 13a, 13b are formed, respectively. A tightening bolt 15 is inserted into the bolt holes 13a, 13b. A tightening nut 16 is screwed to one end of the tightening bolt 15, and tightened with a predetermined tightening torque to introduce a predetermined axial force inward therein. The predetermined pressure is produced by transmitting the axial force to the reinforcement plates 4a, 4b through the holding plates 10a, 10b.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种加强具有高增强效果的孔洞木材的方法，并且能够容易且可靠地执行加强。解决方案：在通过在预定压力下用粘合剂6将加强板4a，4b压配合到形成在孔2中的通孔3的周边的这种方法中，木材2 并且加强板4a，4b由分别形成有螺栓孔13a，13b的一对保持板10a，10b保持。紧固螺栓15插入螺栓孔13a，13b中。紧固螺母16被拧紧到紧固螺栓15的一端，并且以预定的紧固扭矩拧紧以在其中向内引入预定的轴向力。通过将夹持板10a，10b向加强板4a，4b传递轴向力而产生预定的压力。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2006009481A Reinforcing structure of laminated wood or wood 有权
标题翻译：层压木材或木材的增强结构
公开(公告)号：JP2006009481A
公开(公告)日：2006-01-12
申请号：JP2004190476
申请日：2004-06-28
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIJIKATA KAZUMI , HIRAMATSU TETSUO
IPC分类号： E04C3/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of laminated wood or wood wherein a fitted steel pipe serves as the resistance of deformation and rupture not only when bending stress in the axial direction of a through hole works on a beam but also when bending stress in a direction right-angled to an axis of the through hole works, and the steel pipe can be smoothly inserted without damaging the inner periphery of the through hole of the laminated wood or wood compared with the case of providing protrusions or the like on the outer peripheral part.
SOLUTION: In the reinforcing structure of fitting the steel pipe 1 in the through hole 3a of the beam of laminated wood or wood, the steel pipe 1 with ribs 2 mounted to the outer periphery of the steel pipe 1 in the normal direction of the steel pipe 1 so as to extend in the axial direction of the steel pipe 1, is fitted into the through hole 3a.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供层压木材或木材的加强结构，其中，配合的钢管不仅在通孔的轴向上的弯曲应力在梁上工作时用作变形和破裂的阻力，而且当在与通孔的轴线成直角的方向上的弯曲应力工作时，与提供突起的情况相比，可以顺利地插入钢管而不损坏层压木材或木材的通孔的内周，像在外周部分。解决方案：在将钢管1装配在层压木材或木材束的通孔3a中的加强结构中，具有沿正常方向安装在钢管1的外周的肋2的钢管1 的钢管1沿着钢管1的轴向延伸配合在通孔3a中。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006336414A Pile head cap, pile head structure of steel pipe pile, structure of building and pile head treating method of steel pipe pile 审中-公开
标题翻译：钢管桩，钢管桩的桩头结构，钢管桩的建筑结构和桩头处理方法
公开(公告)号：JP2006336414A
公开(公告)日：2006-12-14
申请号：JP2005165671
申请日：2005-06-06
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： KOJIMA TAKASHI , NISHIZAKI MAKOTO , SUMITOMO YOSHINORI , HIRAMATSU TETSUO
IPC分类号： E02D27/12 , E02D5/28 , E02D5/34 , E02D27/00 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a pile head cap which does not require welding work and smoothing work of a cut face of a pile head and easily treats tilt or core eccentricity of a steel pipe pile and adjusts horizontal level of the pile head, and to provide a pile head structure of the steel pipe pile, a structure of a building, and a pile head treating method of the steel pipe pile.
SOLUTION: In the pile head structure 1 of the steel pipe pile, an inner lid 3 is provided inside the pile head 20 of the steel pipe pile 2 driven in the ground, and the pile head cap 4 provided with a plate 40 which covers the pile head 20 of the steel pipe pile 2 and is larger than the pile head 20 and has an injection hole 42 into which a grout material 6 is injected and a cylindrical part 41 which is projected downward from the plate 40 and has an inner diameter slightly larger than a pile diameter of the steel pipe pile 2 is fitted to the pile head 20 of the steel pipe pile 2, and a sealing material 5 fills a gap between a lower end of the cylindrical part 41 of the pile head cap 4 and an outer peripheral surface 21 of the steel pipe pile 2, and the grout material 6 injected from the injection hole 42 is filled between the pile head 20 of the steel pipe pile 2 and the pile head cap 4.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种不需要焊头加工和桩头切割面的平整工作的桩头帽，并且容易地处理钢管桩的倾斜或芯偏心，并调整桩的水平高度并提供钢管桩的桩头结构，建筑物的结构和钢管桩的桩头处理方法。解决方案：在钢管桩的桩头结构1中，在被驱动在地面上的钢管桩2的桩头20内部设置有内盖3，并且桩头帽4设置有板40 其覆盖钢管桩2的桩头20并且比桩头20大，并且具有注入水泥浆6的喷射孔42和从板40向下突出的圆筒部41，与钢管桩2的桩直径略大的内径被安装在钢管桩2的桩头20上，密封材料5填充桩头帽的圆筒部41的下端部之间的间隙 4和钢管桩2的外周面21，从注射孔42注入的灌浆材料6填充在钢管桩2的桩头20和桩头帽4之间。版权所有：（C）2007，JPO＆INPIT

5. 发明专利

JP2005307652A Anchor bolt 审中-公开
标题翻译：锚杆螺栓
公开(公告)号：JP2005307652A
公开(公告)日：2005-11-04
申请号：JP2004128632
申请日：2004-04-23
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： NAKABAYASHI TAKUYA , HIRAMATSU TETSUO
IPC分类号： E04B1/41
摘要： PROBLEM TO BE SOLVED: To propose an anchor bolt structure which is effective in preventing crack, separation or the like in concrete constituting a base with an anchor bolt embedded therein even when applying a large horizontal force to the anchor bolt and generates a strong drag against the horizontal force by using a small space.
SOLUTION: A main body of the anchor bolt 10 comprises a screw part 11, a barrel part 12 and an anchorage part 13. An arm body 15 is fixed to the main body at a downward inclination angle of θ and extends literally from the main body of the anchor bolt 10. The arm body 15 is provided with a hook part 26 to be hooked with a reinforcing bar 20 embedded in the base at its end thereof. The hook part 26 is formed to be a plate shaped anchor plate 22. A vertically fixed position of the arm body 15 relative to the anchor bolt main body and a relative position of the hook part 26 of the arm body 15 relative to the anchor bolt main body are adjusted.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提出一种锚栓结构，即使在施加大的水平力到锚定螺栓上时，也可以有效地防止构成具有嵌入其中的锚固螺栓的基座的混凝土中的裂纹，分离等，并产生通过使用较小的空间强大的抗水平力。解决方案：锚固螺栓10的主体包括螺钉部分11，筒部12和锚固部分13.臂主体15以向下的倾斜角度θ固定到主体，并且从主体锚固体10的主体。臂主体15设置有钩部26，该钩部26与在其端部嵌入基部的钢筋20钩挂。钩部26形成为板状锚定板22.臂体15相对于锚定螺栓主体的垂直固定位置和臂体15的钩部26相对于锚定螺栓的相对位置主体调整。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004324134A Method for changing non-bearing wall into bearing wall and structure of bearing wall 有权
公开(公告)号：JP2004324134A
公开(公告)日：2004-11-18
申请号：JP2003117888
申请日：2003-04-23
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： KAMIYA HIROSHI , KOIDE YUKINOBU , NAKAHARA KAZUO , UEDA YUJI , HIRAMATSU TETSUO , HORIE TOSHIHIRO
IPC分类号： E04B2/56 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide methods for saving labor and reducing industrial waste by changing a non-bearing wall of an existing building part into a bearing wall with sufficient strength without removing the non-bearing wall together with the framework in the extension construction of dwelling houses.
SOLUTION: This method for changing the non-bearing wall into the bearing wall comprises a cutting step for cutting the existing intermediate columns and rails of the framework having shaft columns and shaft rails disposed in a frame shape, existing intermediate rails, and intermediate columns, a new intermediate rail mounting step for disposing the new intermediate rails having cutout parts formed therein, a new intermediate column mounting step for connecting both end parts of the new intermediate columns having the cutout parts formed therein to the new intermediate rails, a bearing brace mounting step allowing the bearing braces to pass the cutout parts of the new intermediate rails therein and fixing both end parts thereof to the corner parts of the framework with a fixing tool, and a reinforcement member mounting step for disposing the reinforcement intermediate columns and rails for reinforcing the new intermediate columns and rails.
COPYRIGHT: (C)2005,JPO&NCIPI

7. 发明专利

JP2008038480A Reinforcing structure for wooden horizontal member 审中-公开
标题翻译：木质水平构件的增强结构
公开(公告)号：JP2008038480A
公开(公告)日：2008-02-21
申请号：JP2006214679
申请日：2006-08-07
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIJIKATA KAZUMI , HIRAMATSU TETSUO , TSUJIMOTO NAOKO , UTSUNOMIYA SHINJI
IPC分类号： E04B1/58 , E04B1/26 , E04C3/14 , E04C3/16
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a wooden horizontal member, which can effectively enhance the strength of the wooden horizontal member by embedding a reinforcing bar in the wooden horizontal member.
SOLUTION: According to the reinforcing structure, a storage space 4 is secured near a lower portion of the wooden horizontal member 1 in a longitudinal direction, and the reinforcing bar 5 is stored in the storage space 4, followed by fixing the horizontal bar 1 and the reinforcing bar 5 together in one body by an adhesive 6 filled in the storage space 4. When a bending stress or a shearing stress is applied to the horizontal member 1, the stresses are efficiently transmitted via the adhesive 6 to the reinforcing bar 5 which positively bears the stresses. Thus without applying a tension to the reinforcing bar 5 by means of a jack or the like, the strength of the horizontal member 1 can be sufficiently enhanced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于木制水平构件的加强结构，其可以通过在钢水平构件中嵌入钢筋来有效地提高木制水平构件的强度。解决方案：根据加强结构，储存空间4沿纵向方向固定在木制水平构件1的下部附近，并且将钢筋5储存在储存空间4中，然后固定水平杆1和钢筋5通过填充在储存空间4中的粘合剂6一起在一个主体中。当弯曲应力或剪切应力施加到水平构件1时，应力经由粘合剂6有效地传递到加强件棒5积极承受应力。因此，通过千斤顶等不对钢筋5施加张力，可以充分提高水平构件1的强度。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2006045901A Connection structure for steel framework, and one-side bolt system 有权
标题翻译：钢框架连接结构和单侧螺栓系统
公开(公告)号：JP2006045901A
公开(公告)日：2006-02-16
申请号：JP2004228113
申请日：2004-08-04
申请人： Sanko Techno Co Ltd , Sekisui House Ltd , サンコーテクノ株式会社 , 積水ハウス株式会社
发明人： UEDA YUJI , KOIDE YUKINOBU , NAKAHARA KAZUO , HIRAMATSU TETSUO , HORIE TOSHIHIRO , YAGISAWA YASUE , TOBE TSUTOMU
IPC分类号： E04B1/24 , F16B5/02 , F16B29/00 , F16B39/28
摘要： PROBLEM TO BE SOLVED: To provide a connection structure for a steel framework, which employs a smaller number of one-side bolts and a smaller number of tools for use in fastening work, and is constructed with improved workability and reliability, and to provide a one-side bolt system.
SOLUTION: Each of the one-side bolts 10a, 10b has a sleeve which is formed such that a female screw portion screwable onto a shaft of a bolt 120, is formed in an inner peripheral surface of a rear end thereof, and has a plurality of slits which is formed therein so as to be expansively deformable outward like a collar upon application of axial force. The sleeves have a plurality of different thicknesses while having a predetermined inner diameter, and therefore have a plurality of different outer diameters. Further the plurality of types of sleeves have a predetermined unified head diameter, and the bolts 120 also have a predetermined unified head diameter and a predetermined unified shaft diameter. Then the sleeves having the different outer diameters are inserted into bolt holes 8, 9 different in diameter, which are formed in a joint portion, and the bolts 120 having the same shaft diameter are screwed into the sleeves, respectively, to thereby connect component members to each other.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢框架的连接结构，其采用较少数量的单侧螺栓和较少数量的用于紧固工作的工具，并且具有改进的可加工性和可靠性的构造，以及提供单侧螺栓系统。解决方案：每个单侧螺栓10a，10b具有套筒，该套筒形成为使得可螺纹连接到螺栓120的轴上的内螺纹部分形成在其后端的内周表面中，并且具有形成在其中的多个狭缝，以便在施加轴向力时能够像套环一样向外膨胀变形。套筒具有多个不同的厚度，同时具有预定的内径，因此具有多个不同的外径。此外，多种类型的套筒具有预定的统一的头部直径，并且螺栓120还具有预定的统一的头部直径和预定的一致的轴直径。然后将具有不同外径的套筒插入到形成在接合部分中的直径不同的螺栓孔8,9中，并且具有相同轴直径的螺栓120分别拧入套筒中，从而将构件对彼此。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2004324133A Method for changing non-bearing wall into bearing wall and structure of bearing wall 有权
公开(公告)号：JP2004324133A
公开(公告)日：2004-11-18
申请号：JP2003117868
申请日：2003-04-23
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： KAMIYA HIROSHI , KOIDE YUKINOBU , NAKAHARA KAZUO , UEDA YUJI , HIRAMATSU TETSUO , HORIE TOSHIHIRO
IPC分类号： E04B2/56 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide methods for saving labor and reducing industrial waste by changing a non-bearing wall of an existing building part into a bearing wall with sufficient strength without removing the non-bearing wall together with the framework in the extension construction of dwelling houses.
SOLUTION: This method for changing the non-bearing wall into the bearing wall comprises a cutting step for cutting the existing intermediate rails of the framework having shaft columns and shaft rails disposed in a frame shape, existing intermediate rails, and intermediate columns, a new intermediate rail mounting step for disposing the new intermediate rails having cutout parts formed therein, a bearing brace mounting step allowing the bearing braces to pass the cutout parts of the new intermediate rails therein and fixing both end parts thereof to the corner parts of the framework with a fixing tool, and a reinforcement member mounting step for disposing the reinforcement intermediate rails for reinforcing the new intermediate rails.
COPYRIGHT: (C)2005,JPO&NCIPI

10. 发明专利

JP2008261161A Reinforcing structure of ligneous horizontal member 有权
标题翻译：增强水平水平构件的结构
公开(公告)号：JP2008261161A
公开(公告)日：2008-10-30
申请号：JP2007105193
申请日：2007-04-12
申请人： Sekisui House Ltd , 積水ハウス株式会社
发明人： HIJIKATA KAZUMI , HIRAMATSU TETSUO , TSUJIMOTO NAOKO , UTSUNOMIYA SHINJI
IPC分类号： E04C3/16 , E04B1/26
CPC分类号： E04C3/145
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a ligneous horizontal member effectively enhancing strength performance of the ligneous horizontal member having a through-hole.
SOLUTION: The reinforcing structure is obtained by bonding reinforcing plates 5, 5 onto both side faces 2, 2 of the ligneous horizontal member 1 and around the through hole 3, respectively. Each of the reinforcing plates 5, 5 comprises a main body part 6 having an opening 8 corresponding to the through-hole 3, and a plurality of engaging parts 7 etc. formed in a plurality of positions of the main body part 6. Each of the engaging parts 7 etc. has a plurality of claws 11, 11 breaking into a side face 2 of the wooden horizontal member 1 in a manner of sandwiching crack positions 20 etc. of the ligneous horizontal member 1 of which the cracks extend radially from the through-hole 3.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种木质水平构件的增强结构，其有效地增强了具有通孔的木质水平构件的强度性能。解决方案：通过将加强板5,5分别粘接在木质水平构件1的两个侧面2,2上并且在通孔3周围分别获得加强结构。每个加强板5,5包括具有对应于通孔3的开口8的主体部分6和形成在主体部分6的多个位置中的多个接合部分7等。每个接合部7等具有多个爪11,11，其以夹着木质水平构件1的裂纹位置20等的方式分解成木制水平构件1的侧面2，裂缝位置20等于裂缝从径向向外延伸通孔3.版权所有（C）2009，JPO＆INPIT

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