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51. 发明专利

JPH03260219A TREATMENT OF SLIME 失效
公开(公告)号：JPH03260219A
公开(公告)日：1991-11-20
申请号：JP5821390
申请日：1990-03-12
申请人： MITSUI CONSTR , KUMAGAI GUMI CO LTD , RAILWAY TECHNICAL RES INST
发明人： HAYAKAWA KENJI , HISHINUMA NOBORU , MURATA OSAMU , TATEYAMA MASARU , TAKIUCHI YOSHIO
IPC分类号： E02D15/06
摘要： PURPOSE:To recover slime with a tank on the ground's surface by a method in which a vacant tank is set on above a foot protection body on the bottom of a pit, air is discharged from above the tank, and deposit slime is housed into the tank by replacing the slime by air through a lower suction pipe. CONSTITUTION:A foot protection body 13 is set on the bottom of a vertical pit, and a tank 15 having an air exhaust pipe 16 and a suction pipe 18 is provided above the body 13. The pipe 16 is projected upwards above the tank 15 in a discharge pipeline, and a valve 17 is provided in the way of the pathway. The suction pipe 18 to suck up mud water is projected toward below the tank 15 by turning its tip toward the upside of the body 13, and a valve 19 is provided on the way of the pathway to make up a suction pipeline. The valves 17 and 19 are opened, air in the tank 15 is discharged into mud water through the pipe 16 to lower the inner pressure of the tank 15. The mud water containing slime 14 is sucked into the tank 15 through the pipe 18 and recovered with the tank 15 on the ground's surface.

52. 发明专利

JPH0384101A TAMPING METHOD OF HEAD OF BANKING BODY 失效
公开(公告)号：JPH0384101A
公开(公告)日：1991-04-09
申请号：JP21746089
申请日：1989-08-25
申请人： RAILWAY TECHNICAL RES INST , TOKYU KENSETSU KK
发明人： MURATA OSAMU , TATEYAMA MASARU , OTAKA YOICHI , NISHIOKA SATORU , NAKAMURA KAZUYUKI , TAMURA YUKIHIKO , SASAKI TOSHINOBU , OCHI KENZO , TEI KOJI , TSUBOUCHI TATSUYA
IPC分类号： E02D3/00 , E01B27/20 , E01C3/00 , E02D17/18
摘要： PURPOSE:To enhance the safety by passing a reinforcing bar horizontally through the head of a banking body to grout around and over the length of the reinforcing bar, and fixing the ends of the reinforcing bar to waling strips arranged to the upper ends of slope along the direction of extension of the banking body. CONSTITUTION:A through-hole is bored in the vicinity of the top of slope the head of a banking body in about the horizontal direction, a reinforcing bar 1 having threads on both ends thereof in advance is inserted and penetrated into the hole, and both ends are exposed to the outside of the hole. After that, the grout 2 is filled around and over the length of the reinforcing bar 1 in the hole. Channel steels having U-shaped sections are arranged to the upper ends of slope along the direction of extansion of the banking body as waling strips 3 by turning channel section to the outsides. According to the constitution, the deformation of the banking body to sides occurring in the envent of excavation of the slope can be controlled.

53. 发明专利

JPH02200921A MODIFICATION OF GRADE OF SLOPE FACE 失效
公开(公告)号：JPH02200921A
公开(公告)日：1990-08-09
申请号：JP1967489
申请日：1989-01-31
申请人： RAILWAY TECHNICAL RES INST , TOKYU KENSETSU KK
发明人： MURATA OSAMU , TATEYAMA MASARU , NAKAMURA KAZUYUKI , TAMURA YUKIHIKO , NISHIOKA SATORU , TEI KOJI , TSUBOUCHI TATSUYA , KADOWAKI SUSUMU , OTAKA YOICHI , SASAKI TOSHINOBU
IPC分类号： E02D17/04 , E01B1/00 , E02D17/20
摘要： PURPOSE:To make construction work easily by digging a slope face from the upper side at a new angle to be corrected, covering a digged face by a slide plate, fixing anchor bolts into a banking through slotted holes in the plate, and digging the slope face while lowering the plate. CONSTITUTION:A slope face 1 is digged from the uppermost shoulder at a new angle to be corrected for the first stage. Next, a slide plate 2 is applied onto the digged face to cover it, anchor bolts are inserted into a banking through slotted holes in the slide plate 2, and curing agent is filled around the bolts 4 to fix them to the ground. A plate 5 is fixed onto the exposed head of the anchor bolts 4. Then the second stage digging is made and the slide plate 2 is lowered gradually along the slotted holes 3. The same work procedure is repeated, the slide plate 2 for the lower stage is attached, and the digging is continued.

54. 发明专利

JP2010121368A Method for constructing foundation structure for building, and the foundation structure for the building 审中-公开
标题翻译：建筑基础结构方法及建筑基础结构
公开(公告)号：JP2010121368A
公开(公告)日：2010-06-03
申请号：JP2008296475
申请日：2008-11-20
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , TATEYAMA MASARU
IPC分类号： E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a foundation structure for a building, and the foundation structure for the building, which can enhance the earthquake resistance and horizontal resistance of a viaduct, a bridge, etc., without greatly increasing dimensions of a column, a bridge pier or a foundation, or which can enhance the safety of traveling of a train in the case of a bridge for a railway.
SOLUTION: Soft ground 1 is improved like a wall; improved ground 2 is constructed in the ground so that a planar shape can be rectangular; subsequently, a pile 10 is constructed in the ground at the corner of the improved ground 2; and after that, an underground beam 11 is constructed on the improved ground 2 via the improved ground 2 and an anchor reinforcement 12 as a connecting member.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于建筑物的基础结构的构造方法和建筑物的基础结构，其可以大大提高高架桥，桥梁等的抗震性和水平阻力增加立柱，桥墩或基础的尺寸，或者可以提高在铁路桥梁情况下列车行驶的安全性。
解决方案：软地面1像墙一样改进; 在地面上构造改进的地面2，使得平面形状可以是矩形; 随后，在改进的地面2的角落处的地面中构造桩10; 之后，通过改进的地面2和作为连接构件的锚固件12，在改进的地面2上构造地下梁11。版权所有（C）2010，JPO＆INPIT

55. 发明专利

JP2005282271A Jointing structure of cylindrical member and reinforced concrete member and method of jointing the members 有权
标题翻译：圆柱形构件和加固混凝土构件的接合结构以及接合构件的方法
公开(公告)号：JP2005282271A
公开(公告)日：2005-10-13
申请号：JP2004100938
申请日：2004-03-30
申请人： Japan Railway Construction Transport & Technology Agency , Railway Technical Res Inst , 独立行政法人鉄道建設・運輸施設整備支援機構 , 財団法人鉄道総合技術研究所
发明人： AOKI HIFUMI , SANTO TETSUO , KANDA MASAYUKI , HAMADA YOSHISADA , NISHIOKA HIDETOSHI , TATEYAMA MASARU
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a cylindrical member and a reinforced concrete member and its execution method in which the strength of the pile head joint member and the reinforced concrete member of which the construction cost gets inexpensive.
SOLUTION: A structure that a steel pipe pile 1 is connected with a footing 2 is provided. The concrete outer diameter D1 of the first joint part 11 in the vicinity of the head of the steel pipe pile 1 is made smaller than the concrete outer diameter D2 of the first ordinary part 12 forming another part and further, the periphery of a plurality of anchorage first main reinforcements 16 in the first joint part 11 is surrounded. It is substantially orthogonal to the first longitudinal direction and the quantity of reinforcements is made larger than the quantity of the first ordinary band reinforcements 17 to arrange small diametral band reinforcements 18. In this way, the strength of the reinforced concrete and deformation capacity near the first joint part 11 can be increased than the conventional constitution and also the sectional area of the first joint part 11 is decreased than the concrete sectional area of the first ordinary part 12 and hence the construction cost can be reduced.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种圆柱形构件和钢筋混凝土构件的接合结构及其执行方法，其中桩头接头构件和钢筋混凝土构件的强度降低，其结构成本变得便宜。解决方案：提供钢管桩1与基脚2连接的结构。钢管桩1的头部附近的第一接合部11的混凝土外径D1小于形成另一部分的第一常规部12的混凝土外径D2，而且，多个围绕第一接合部11中的第一主加强件16的锚固。它基本上与第一纵向方向正交，并且增强件的数量大于第一普通带加强件17的数量，以布置小直径带增强件18.这样，钢筋混凝土的强度和变形能力附近第一接合部11可以比常规构造增加，并且第一接合部11的截面面积比第一普通部12的混凝土截面积减小，因此可以降低构造成本。版权所有（C）2006，JPO＆NCIPI

56. 发明专利

JPH0742159A LARGE-DIAMETER BEND/TENSION REINFORCING BODY AND CONSTRUCTION METHOD THEREOF 失效
公开(公告)号：JPH0742159A
公开(公告)日：1995-02-10
申请号：JP20867293
申请日：1993-07-30
申请人： RAILWAY TECHNICAL RES INST , TOKYU KENSETSU KK , TENOX KK
发明人： TATEYAMA MASARU , TAMURA YUKIHIKO , FUKUDA ATSUO , YOSHIDA SHIGERU , KAMI SHUJI
IPC分类号： E02D3/08 , E02D3/12 , E02D17/20
摘要： PURPOSE:To improve the strength and execution property by intruding a cylindrical core material into a columnar improving body stirred and mixed with a solidifying agent into soil, and sticking the improving body to the inner and outer peripheries of the core material. CONSTITUTION:The upper section of a gentle slope 21 is cut off to form a cut slope 20 at such a gradient that a cut slope section is not collapsed. An excavating/stirring device 30 is rotated, excavating blades 32 are intruded into the slope 20, a solidifying agent is discharged from the tip of a hollow rod 31, and the solidifying agent and excavated soil are stirred and mixed to form a cylindrical improving body 11. The device 30 is drawn, and a cylindrical core material 12 is intruded into the improving body 11 before hardening to form a reinforcing body 10. These processes are repeated to expand the slope 20 in sequence, and a retaining wall is constructed on the slope 20 as required. The inner and outer peripheries of the core material 12 serve as friction resistance faces, the draw resistance force can be increased, resistance bending moment can be increased because of the cylinder, bending/shearing resistance force can be increased by the synthetic effect with the improving body 11, and the loosening of the peripheral ground during execution can be prevented.

57. 发明专利

JPH02200920A MODIFICATION OF GRADE OF SLOPE FACE 失效
公开(公告)号：JPH02200920A
公开(公告)日：1990-08-09
申请号：JP1967389
申请日：1989-01-31
申请人： RAILWAY TECHNICAL RES INST , TOKYU KENSETSU KK
发明人： MURATA OSAMU , TATEYAMA MASARU , NAKAMURA KAZUYUKI , TAMURA YUKIHIKO , NISHIOKA SATORU , TEI KOJI , TSUBOUCHI TATSUYA , KADOWAKI SUSUMU , OTAKA YOICHI , SASAKI TOSHINOBU
IPC分类号： E02D17/04 , E01B1/00 , E02D17/20
摘要： PURPOSE:To make construction work easily by inserting a steel sheet-pile from the upper side of a slope face downwards into the slope face at a new angle to be corrected, digging the removing sediment outside the steel sheet-pile, and fixing the steel sheet-pile to the ground by means of an anchor bolt. CONSTITUTION:A steel sheet-pile 2 for the first stage H1 is driven downwards from the uppermost shoulder of a slope face 1. Next, the ground is digged by an amount of below half of the length of the driven steel sheet-pile 2, sediment is removed to the front surface of the steel sheet-pile, and cement mortar is spraying onto the digged surface. A hole is drilled from the outside of the steel sheet-pile into the inside of a banking. Then an anchor bolt 3 is inserted into the hole, curing agent 4 is filled around the bolt 3 to fix it to the ground, and a supporting member is attached to the head of the bolt 3. After driving the steel sheet-pile 2 for the second stage H2, the same work procedure is repeated.

58. 发明专利

JPH01102107A CONSTRUCTION OF SOUNDPROOF WALL ON REINFORCED SOIL 失效
公开(公告)号：JPH01102107A
公开(公告)日：1989-04-19
申请号：JP25955587
申请日：1987-10-16
申请人： RAILWAY TECHNICAL RES INST
发明人： MURATA OSAMU , TATEYAMA MASARU
IPC分类号： E02D17/18 , E01F8/00
摘要： PURPOSE: To enhance construction properties by placing a column as a wall surface member which can serve also as a guide for panels of a sound insulating wall, etc., and integrating reinforcing soil with the sound insulating wall, etc. CONSTITUTION: A column 8 with high flexural rigidity is either driven in or erected by means of temporary support 9. A panel 10 is attached to the column 8 and a fill 11 is spread and compacted, after which reinforcement 4 is anchored to the column 8. After these processes are repeated for construction, panels 12 for a sound insulating wall or the like are attached to the column 8. Therefore, the foundation of the sound insulating wall or the like on reinforcing soil can be omitted and construction properties can be enhanced.

59. 发明专利

JP2010077639A Method for rapidly restoring damaged fill by combining large-sized sandbag with rod-like reinforcing material 有权
标题翻译：通过使用类似增强材料组合大尺寸砂带快速恢复破损填料的方法
公开(公告)号：JP2010077639A
公开(公告)日：2010-04-08
申请号：JP2008245728
申请日：2008-09-25
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： GOTO KOJI , TATEYAMA MASARU , KOJIMA KENICHI
IPC分类号： E02B3/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a method for rapidly restoring damaged fill by combining a large-sized sandbag with a rod-like reinforcing material, which brings about sufficient strength for a permanent structure by short-time construction by virtue of the concurrent use of the large-sized sandbag and the rod-like reinforcing material, and which can shorten a time necessary for restoration by enhancing workability associated with the carrying-in and construction of a banking material and the compaction of the fill. SOLUTION: In this method for rapidly restoring the damaged fill by combining the large-sized sandbag with the rod-like reinforcing material, a shape of a collapsed surface of a damaged section 3 of the existing fill 2 is arranged. The large-sized sandbags 6 are installed in a piled manner on the collapsed surface the shape of which is arranged, and the rod-like reinforcing material 7 is driven in a skewering manner into the piled large-sized sandbags 6. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过将大型沙袋与棒状增强材料组合来快速恢复损坏的填充物的方法，其通过短时间构造为永久结构带来足够的强度，借助于同时使用大型沙袋和棒状增强材料，并且通过提高与进入和建造银行材料相关的可加工性以及填充物的压实，可以缩短恢复所需的时间。解决方案：在通过将大型沙袋与棒状增强材料结合来快速恢复损坏的填充物的方法中，布置了现有填料2的损坏部分3的折叠表面的形状。大型沙袋6以堆叠的方式安装在塌陷的表面上，其形状被布置，棒状增强材料7以串串的方式被驱动到堆积的大型沙袋6中。（C）2010，JPO＆INPIT

60. 发明专利

JP2010053644A Abutment and method for reinforcing fill provided on backside of the same 有权
标题翻译：用于在其背面提供的填充物的填充和方法
公开(公告)号：JP2010053644A
公开(公告)日：2010-03-11
申请号：JP2008221998
申请日：2008-08-29
申请人： Kajima Corp , Railway Technical Res Inst , 財団法人鉄道総合技術研究所 , 鹿島建設株式会社
发明人： TATEYAMA MASARU , KANDA MASAYUKI , KOJIMA KENICHI , SUGIMOTO ICHIRO , YOSHIKAWA TADASHI , YAMANOBE SHINICHI , KITAMOTO YUKIYOSHI , TAIRA YOHEI
IPC分类号： E01D22/00 , E01D19/02 , E02D3/12 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide an abutment, the strength of which can be sufficiently increased without requiring large-scale construction, and a method for reinforcing fill provided on the backside of the abutment. SOLUTION: The fill 3 is formed on the backside of the abutment 2 of a bride 1. When the abutment 2 and the fill 3 are reinforced, a part of the fill 3 adjacent to the abutment 2 is improved by a high-pressure jet mixing method, so as to form reinforced ground 5. The reinforced ground 5 is formed by the high-pressure jet mixing method, so that the reinforced ground 5 can be formed integrated with the abutment 2. Additionally, a reinforcement material 7 is inserted into the reinforced ground 5 from the surface-side of the abutment 2, so as to reinforce the abutment 2 and the fill 3. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够充分增加其强度而不需要大规模构造的基台，以及设置在基台背面的增强填充方法。解决方案：填充物3形成在新娘1的支座2的背面。当支座2和填充物3被加强时，与基台2相邻的填充物3的一部分通过高压压力喷射混合法，以形成增强地面5.加强地面5由高压喷射混合法形成，使得加强地面5可以与基台2一体形成。此外，加固材料7是从基台2的表面侧插入加固地面5，以便加强支座2和填充物3.版权所有（C）2010，JPO＆INPIT

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