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1. 发明专利

JPH1136455A CORNER JOINT OF REINFORCED CONCRETE STRUCTURE OR STEEL FRAMED REINFORCED CONCRETE STRUCTURE WITH CONCRETE FILLED STEEL FRAME STRUCTURE AND METHOD FOR JOINING THEM 失效
公开(公告)号：JPH1136455A
公开(公告)日：1999-02-09
申请号：JP19282697
申请日：1997-07-17
申请人： NIPPON STEEL CORP , RAILWAY TECHNICAL RES INST , HIGASHI NIPPON RYOKAKU TETSUDO
发明人： KINOSHITA MASATAKA , KATSURA TAKUZO , MURATA KIYOMITSU , YASUHARA MASATO , TAKANO HIDEAKI , SAITO TAKASHI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a corner joint, which simplifies reinforcing work as it reduces the number of joining reinforcements in a concrete filled steel pipe structure, and a joining method using the same. SOLUTION: A corner joint, in which joining reinforcements 5 extending from a first- and a second-side main reinforcements are arranged within a reinforced concrete structure or steel framed reinforced concrete structure 1 and within the column steel pipe 4 of a concrete filled steel pipe structure 2, has at least one steel 6 disposed from the main reinforcement position on the first side of the concrete structure 1 up to a position inside the column steel pipe 4 which corresponds to the diameter of the steel pipe. The joining reinforcements are secured to the steel with concrete inside the column steel pipe, and the corner joint is constructed of the column steel pipe and the concrete structure.

2. 发明专利

JPH1113139A CORNER ANGLE JOINT BETWEEN REINFORCED BAR OR STEEL FRAMED REINFORCED CONCRETE STRUCTURE AND VARIOUS COLUMNAR STRUCTURE, AND JOINING METHOD THEREFOR 失效
公开(公告)号：JPH1113139A
公开(公告)日：1999-01-19
申请号：JP17072097
申请日：1997-06-26
申请人： NIPPON STEEL CORP , HIGASHI NIPPON RYOKAKU TETSUDO
发明人： KINOSHITA MASATAKA , KATSURA TAKUZO , TAKANO HIDEAKI , SAITO TAKASHI
IPC分类号： E04B1/16 , E04B1/30 , E04B1/38 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a corner angle joint structure and a joining method to simplify a work to arrange a reinforcing bar or a steel framed reinforced concrete structure and a columnar structure and provide a sufficient bearing and rigidity. SOLUTION: In a corner angle joint between a reinforced bar or a steel framed reinforced concrete structure 1 and a columnar structure, the columnar structure is a concrete-filled steel pipe 2-1, and an outer steel pipe 4 having diameter larger than the diameter of the concrete-filled steel pipe 2-1 and length at least approximately equal to the diameter is arranged at the periphery of a corner angle joint between the concrete-filled steel pipe 2-1 and the columnar structure. A reinforcing bar 5 for joining extending from a main reinforcing bar 3-1 on the first side and a main reinforcing bar 3-2 on the second side of the concrete structure 1 and is arranged to a position equivalent to the length of an outer steel pipe. A gap between the concrete-filled steel pipe 2-1 and the outer steel pipe is filled with concrete to fix the concrete-filled steel pipe 2-1, the outer steel pipe, and the reinforcing bar 5 for joining to form a corner angle joint between a concrete structure 1 and the concrete filled steel pipe 2-1.

3. 发明专利

JP2003293347A Greening structure and greening method of steel sheet pile 有权
标题翻译：钢板的绿色结构和绿化方法
公开(公告)号：JP2003293347A
公开(公告)日：2003-10-15
申请号：JP2002099676
申请日：2002-04-02
申请人： Nippon Steel Corp , Nisshoku Corp , 新日本製鐵株式会社 , 日本植生株式会社
发明人： MYONAKA SHINJI , KATSURA TAKUZO , KINOSHITA MASATAKA , TANIGUCHI MITSUO , FUJIE TAKASHI
IPC分类号： E02B3/12 , E02D5/04 , E02D17/04 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a greening structure of a steel sheet pile wall face capable of especially improving the growing condition of plants and vegetation from the whole face of the steel sheet pipe wall.
SOLUTION: In a steel sheet pile wall face 2 vertically or slantingly driven against the ground, a hook-shaped tool 3 longitudinally stretching the steel sheet pile is provided in the exposed face side web of the steel sheet pile 2a projecting from an earth retaining wall side 4, and a vegetation panel 6 in which a vegetation base 5 including at least growth or grown vegetation is inserted from above through the hook-shaped tool 3 and attached to the steel sheet pile wall face 2.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够从钢板管壁的整个面上特别改善植物和植被的生长状况的钢板桩壁面的绿化结构。解决方案：在垂直或倾斜地驱动地面的钢板桩壁面2中，在钢板桩2a的暴露面侧腹板上设置纵向拉伸钢板桩的钩形工具3，挡土墙侧面4和植被面板6，植被基底5至少包括生长或生长的植被，从上方通过钩状工具3插入并附着在钢板桩壁面2上。（C）2004，JPO

4. 发明专利

JP2003253644A BANK PROTECTION STRUCTURE 审中-公开
公开(公告)号：JP2003253644A
公开(公告)日：2003-09-10
申请号：JP2002055815
申请日：2002-03-01
申请人： NIPPON STEEL CORP
发明人： TERADA MASAHIRO , KATSURA TAKUZO , KINOSHITA MASATAKA , KAWABATA NORIYUKI
IPC分类号： E02B3/04 , E02B7/02 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a bank protection structure superior in stability and water sealing property as the bank protection structure, and capable of quickly undertaking its construction at an inexpensive construction cost. SOLUTION: In this bank protection structure, a plurality of pile rows 11 driven on the foundation ground 23 at specific intervals through the filling 24 and the undersea ground 10 are constructed in parallel, a steel sheet pile wall 15A is configurated by connecting both end parts of a plurality of linear planks 14 arranged in a state of being projected to the outside in the circular arc shape and connected to each other by joints, to the pile 12 between the piles 11 of one of the pipe rows 12, a steel pipe sheet pile wall 15B is configurated by connecting both end parts of a plurality of steel pipe sheet piles 14B linearly arranged and connected to each other by joints, to the pipe 12 between the piles 11 of the other pile row 12, and the hearting soil 17 is charged into a cell formed between a link member 16 connecting the pile rows 12 and the double steel sheet pile walls 15A, 15B. COPYRIGHT: (C)2003,JPO

5. 发明专利

JPH0953301A STRUCTURE MADE OF SOLIDIFIABLE PLASTIC MATERIAL AND CONSTRUCTION THEREOF 失效
公开(公告)号：JPH0953301A
公开(公告)日：1997-02-25
申请号：JP16660396
申请日：1996-06-07
申请人： NIPPON STEEL CORP
发明人： MIYAKE MASATO , OKIMOTO MASAYUKI , KATSURA TAKUZO , NAKA RIYOUICHI , YOSHIZUMI TOSHIHIKO
IPC分类号： E04C5/04
摘要： PROBLEM TO BE SOLVED: To enhance the strength of a structure and to prevent the occurrence of cracking by overlapping annular reinforcing members at predetermined intervals, and by embedding these members in a solidifiable plastic material such as concrete. SOLUTION: A solidifiable plastic material 12, 12a is placed onto circular looped reinforcing members 2 which are planarly arranged lengthwise and crosswise so as to be partly overlapped with one another, in multi-stages so as to form a structure such as a floor panel of a wall member made of the solidifiable plastic material. Next, the solidifiable plastic material 12, 12a is placed so as to be fully filled in closed spaces 16 among the reinforcing members and closed spaces 17 in parts which are formed by overlapping the circular looped reinforcing members 2 which are vertically adjacent to one another, with one another. Thereby, the solidifiable plastic material 12, 12a is constrained by the reinforcing members 12 so that the structure is reinforced uniformly in all directions so as to have a strength larger than a conventional structure, thereby it is possible to prevent the occurrence of cracking.

6. 发明专利

JPH05321356A CORNER CONNECTING STRUCTURE FOR REINFORCED CONCRETE SLAB AND COMPOSITE STRUCTURAL WALL 失效
公开(公告)号：JPH05321356A
公开(公告)日：1993-12-07
申请号：JP14889992
申请日：1992-05-18
申请人： NIPPON STEEL CORP
发明人： YOSHIZUMI TOSHIHIKO , TERASAKI SHIGEKI , KATSURA TAKUZO
IPC分类号： E02D29/00 , E04B1/04 , E04B1/61
摘要： PURPOSE:To raise the strength of corner connection by a method in which concrete is placed into the space between facing steels set on outside to form a composite structural wall, and a partial arc steel part is fixed to the facing steels on the outside of the corners of the composite structural wall. CONSTITUTION:Facing steels 1 and 2 attached with a reinforcing rib steel 13 for preventing buckling are held at an interval by a connecting steel 14, and concrete 3 is placed into the space between the steels 1 and 2 to form a composite structural wall 4. In the corner connection 6 between the wall 4 and a reinforced concrete slab 5, a partial arc steel 7 is fixed to the facing steel 1 on the outside of the corner. The steel 7 is extended to the concrete slab 5 side, and the concrete 3 of the wall 4 and the concrete 16 of the concrete slab 5 are placed. The strength and rigidity of the corners can thus be greatly raised.

7. 发明专利

JP2002121723A STRUCTURE FOR STEEL SHEET PILE HYDROPHILIC REVETMENT 失效
公开(公告)号：JP2002121723A
公开(公告)日：2002-04-26
申请号：JP2000314909
申请日：2000-10-16
申请人： NIPPON STEEL CORP , TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU , NIPPON CHEMICAL IND , NIPPON SHOKUSEI KK
发明人： KATSURA TAKUZO , KINOSHITA MASATAKA , SAKUMA MAMORU , YONEZAWA TOSHIO , YANAGIBASHI KUNIO , ANDO SHINICHIRO , HANDA EIICHI , TANIGUCHI MITSUO , TOYOHARA DAISUKE
IPC分类号： A01G1/00 , E02B3/06 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide an easily constructible revetment structure having an excellent flood controlling function and securing continuity between a river part and a land part by greening of a wall face for taking into consideration environmental conservation such as landscape conservation and harmonization with water. SOLUTION: In this revetment structure, a vegetation matrix is installed to the river side surface of a steel sheet pile wall formed of steel sheet piles 3 sequentially driven into a riverbed 2 of a river 1 slantingly (at an inclination of about 1:0.5, about 65 degrees to the riverbed 2) and provided with multiple apertures.

8. 发明专利

JP2001295242A POROUS CONCRETE BLOCK FOR GREENING VERTICAL WALL FACE AND STEEL SHEET PILE REVETMENT STRUCTURE USING IT 失效
公开(公告)号：JP2001295242A
公开(公告)日：2001-10-26
申请号：JP2000111183
申请日：2000-04-12
申请人： NIPPON STEEL CORP , TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU , NIPPON SHOKUSEI KK , NIPPON CHEMICAL IND
发明人： KATSURA TAKUZO , KINOSHITA MASATAKA , SAKUMA MAMORU , YONEZAWA TOSHIO , YANAGIBASHI KUNIO , ANDO SHINICHIRO , TANIGUCHI MITSUO , TOYOHARA DAISUKE , HANDA EIICHI
IPC分类号： A01G1/00 , A01G9/02 , E02B3/06 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To cover a steel sheet pile revetment with plants and to improve its spectacle by fitting porous concrete blocks for greening a vertical wall face to the wall face section of the steel sheet pile revetment having the vertical wall face. SOLUTION: The porous concrete block 3 for greening the vertical wall face filled with a water holding material in continuous voids is fitted to a steel sheet pile 1, and planting is applied to a steel sheet pile wall A formed with the steel sheet piles 1.

9. 发明专利

JPH07238637A STEEL/CONCRETE COMPOSITE STRUCTURE HAVING PERFORATED STIFFENING STEEL PLATE 失效
公开(公告)号：JPH07238637A
公开(公告)日：1995-09-12
申请号：JP5436894
申请日：1994-03-01
申请人： NIPPON STEEL CORP
发明人： KINOSHITA MASATAKA , KATSURA TAKUZO , SAIKAI KENJI
IPC分类号： E02B7/00 , E01D19/02 , E01D19/14 , E04B1/30 , E04C3/34
摘要： PURPOSE:To provide a strong steel/concrete composite structure with a simple constitution. CONSTITUTION:In a concrete-filled steel/concrete composite structure in which concrete has been filled inside its steel shell, perforated stiffening plates 2 having a plurality of concrete-filling holes 1 are arranged and fixed inside a steel shell 4 constituting a composite structure 3 so as to be extended in the longitudinal direction of the steel shell. Then, concrete 5 is filled inside the steel shell 4.

10. 发明专利

JPH0681355A JUNCTION STRUCTURE BETWEEN STEEL PIPE COLUMN AND REINFORCED CONCRETE FLOOR BOARD 失效
公开(公告)号：JPH0681355A
公开(公告)日：1994-03-22
申请号：JP25755892
申请日：1992-09-02
申请人： NIPPON STEEL CORP
发明人： TERASAKI SHIGEKI , KINOSHITA MASATAKA , KATSURA TAKUZO
IPC分类号： E02D29/045 , E21D13/00 , E02D29/04
摘要： PURPOSE:To easily and quickly join a steel pipe column and a floor board by arranging a pair of support members in parallel with main reinforcing bars of the reinforced concrete floor board outside the steel pipe column, and fixing the main reinforcing bars of the floor board to reinforcing bar connecting members fixed at both end sections of the support members. CONSTITUTION:Support members 4 are arranged in the direction perpendicular to the longitudinal direction of the column line on both sides in the longitudinal direction of the column line of each steel pipe column 1 at an interval in the vertical direction. The end section of a box-like reinforcing bar connecting member 5 is welded and fixed to the end section of each support member 4, and reinforcing bar through holes 11 are provided on a front side face plate 10 and a rear side face plate 14. Main reinforcing bars 3 of a reinforced concrete floor board 2 are fixed to the connecting member 5 through the through hole 11. The interval between the main reinforcing bars 3 required in designing is maintained to allow the rational design of bar arrangement, no folding work is required for the main reinforcing bars 3, and the reinforcing bar assembly/ execution management at the site can be facilitated.

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