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1. 发明专利

JPH0791065A TEMPORARY PARALLEL ASSEMBLING METHOD OF REINFORCEMENT 失效
公开(公告)号：JPH0791065A
公开(公告)日：1995-04-04
申请号：JP23341693
申请日：1993-09-20
申请人： KAJIMA CORP , ARTES KK , TOKYO TEKKO KK
发明人： KITAMURA TAKESHI , KOBAYASHI HIDEYUKI , AMI HITOSHI
IPC分类号： E04G21/12
摘要： PURPOSE:To conserve resources and increase working efficiency, by superposing two or more tie-members to cross at right angles with a plurality of reinforcements parallelly arranged and bundling the reinforcements with wires and connecting them with spot-welding to the tie-members at their crossing points with reinforcements. CONSTITUTION:Reinforcements 1 parallelly arranged by use of structural pipes, shaped steels, etc., as tie-members 2 are bundled by annealed steel wires 3 having a small diameter and next connected to the tie-members 2 with spot- welding by use of an electric resistance spot-welding machine. The parallelly arranged reinforcements are repeatedly used by disassembling the tie-members 2 on arranging them on a structure. In the case of deformed reinforcement bars, the iron wires can be hooked on the ribs of the bars so as not to slip off. Screw thread reinforcements may be used. In this case, it is necessary to shift the reinforcement a little in order to match the pitch of screw at the time of setting joints but the reinforcements can be easily moved when the tie-members 2 are removed.

2. 发明专利

JPH07305513A HOISTING ACCESSORY FOR REINFORCEMENT TEMPORARY ASSEMBLED IN CONDITION STANDING IN A ROW 失效
公开(公告)号：JPH07305513A
公开(公告)日：1995-11-21
申请号：JP9973694
申请日：1994-05-13
申请人： ARTES KK , TOKYO TEKKO KK
发明人： KITAMURA TAKESHI , KOBAYASHI HIDEYUKI , EBIHARA MASAHIRO
IPC分类号： E04G21/12 , E04G21/16
摘要： PURPOSE:To provide a hoisting accessory which hoists and transfers collecting together a plurality of reinforcement temporary assembled in the condition of parallel arrangement so as to improve working efficiency, and easily operable, and highly safe. CONSTITUTION:A shackle 1 is pivotally fitted to the center of two base plates 3 sandwiching a first side plate 2, the other ends of the base plates 3 are welded to a second side plate 2' so as to sandwich it, and round bars 8 longer than the width of the side plates 2, 2' are welded to the upper edges of the first and second side plates 2, 2'. L-shaped plate members 4, 4' forming a U-shape are welded to lower inside of the first and second side plates 2, 2', a safety pin locked with the base plate 3 is provided on the first side plate 2, and hence a hoisting accessory of reinforcement temporary assembled in the condition of parallel arrangement is constituted.

3. 发明授权

US3867805A Method of forming joint construction of precast concrete columns and beams 失效
标题翻译：形成预制混凝土柱和梁的联合构造方法
公开(公告)号：US3867805A
公开(公告)日：1975-02-25
申请号：US36175873
申请日：1973-05-18
申请人： KAJIMA CORP
发明人： MIKAMI YUZO , KOBAYASHI HIDEYUKI , SASAKI TETSUYA
IPC分类号： E04B1/21 , E04B1/58 , E04B1/04
CPC分类号： E04B1/215
摘要： A construction method of rigid structural joints between precast concrete columns and beams by utilizing two sets of jointing system in combination. In vertical direction columns are jointed by placing steel sleeves within joint panel zone wherein protruding main bars from upper and lower columns are inserted and grouted by non-shrink mortar giving structural continuity. In horizontal direction beams are jointed by formation of U-shaped grooves at beam ends wherein main reinforcing bars are enclosed and lap-jointed to preassembled main bars placed inside of aforesaid grooves by casting concrete within the grooves.
摘要翻译：通过组合使用两组接合系统，预制混凝土柱和梁之间的刚性结构接头的施工方法。在垂直方向上，通过将钢套管放置在接合面板区域内，将上下列的突出的主杆插入并用非收缩砂浆进行注浆，从而提供结构连续性，从而连接柱。在水平方向上，通过在梁端部形成U形槽来连接所述梁，其中通过在槽内浇铸混凝土，将主要钢筋封闭并搭接于放置在所述槽内的预组装主杆。

4. 发明专利

JP2003120035A REINFORCEMENT JOINTING METHOD AND POSITIONING DEVICE FOR TEMPLATE CARRIED OUT IN THE METHOD 审中-公开
公开(公告)号：JP2003120035A
公开(公告)日：2003-04-23
申请号：JP2001310059
申请日：2001-10-05
申请人： ARTES KK
发明人： SATO KUNIAKI , KOBAYASHI HIDEYUKI , TOMITA AKIO , SUZUKI KOICHI , TANAKA NAOKI
IPC分类号： E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To accurately position a template into the prescribed position of a reinforcement to joint a reinforced concrete column to the upper part without reducing the cross-sectional area of the reinforcement. SOLUTION: Cylindrical bodies 5 having external threads on the outer peripheries are inserted in a reinforcement 22 and fixed with an adhesive. The template 8 is fixed to the cylindrical bodies 5 by nuts from both sides. The upper nut and the template are removed after placing concrete, and a sleeve 9 of an upper reinforcement to be jointed is inserted and jointed.

5. 发明专利

JP2002194844A PC PLATE OF REINFORCED CONCRETE FLOORSLAB AND PC PLATE MANUFACTURING FORM 审中-公开
公开(公告)号：JP2002194844A
公开(公告)日：2002-07-10
申请号：JP2001340287
申请日：2001-11-06
申请人： ARTES KK
发明人： SATO KUNIAKI , KOBAYASHI HIDEYUKI , HAYASHI HIDEO , TOMITA AKIO
IPC分类号： E04B5/38 , B28B23/02 , E04B5/40
摘要： PROBLEM TO BE SOLVED: To provide a PC plate of a reinforced concrete floorslab and its manufacturing form for improving out-of-plane bending yield strength required for the floorslab, and mechanically integrating both the PC plate and cast-in-place concrete to bending stress. SOLUTION: This PC plate has a planar part 2 and a rib 3 turned on a surface for placing concrete from the planar part 2. Continuous plural recesses- projections 5 are formed on a side surface of the rib 3. The recess-projections 5 play a role of preventing dislocation of the concrete, and can be easily separated from the form.

6. 发明专利

JP2003119885A JOINING DEVICE HAVING A PAIR OF DIAPHRAGMS FOR JOINING REINFORCED CONCRETE COLUMN AND HORIZONTAL STEEL BEAM 审中-公开
公开(公告)号：JP2003119885A
公开(公告)日：2003-04-23
申请号：JP2001319276
申请日：2001-10-17
申请人： ARTES KK
发明人： SATO KUNIAKI , TOMITA AKIO , KOBAYASHI HIDEYUKI , TANAKA NAOKI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joining structure having a pair of diaphragms for joining a reinforced concrete column and a horizontal steel beam mutually capable of performing positioning easily when joining the horizontal beam with the diaphragm and joining the diaphragm with a reinforcing bar firmly without necessitating troublesome machining of the reinforcing bar for joining the diaphragm. SOLUTION: A cylindrical body 5 is inserted into the reinforcing bar 2 of the reinforced concrete column 1, has a male screw 5c at outer periphery, and is provided with a slit in the longitudinal direction 5a and an adhesive pouring inlet 5d in a substantially central part. A pair of diaphragms 8A, 8B provided so as to allow the cylindrical body 5 to pass through are tightened and positioned by a fixing nut 6 on a lower side screw-fitted in the male screw 5c at outer periphery of the cylindrical body 5 and a fixing nut 7 on an upper side.

7. 发明专利

JPS5157921A 失效
公开(公告)号：JPS5157921A
公开(公告)日：1976-05-20
申请号：JP13240374
申请日：1974-11-15
申请人： KAJIMA CORP
发明人： MIKAMI JUZO , MATSUZAKI YASUHIRO , TANAKA HISAO , TAKAYAMA MASAMITSU , KOBAYASHI HIDEYUKI
IPC分类号： E04B5/02 , E04B5/17

8. 发明专利

JP2000096756A FLOOR STRUCTURE USING PRECAST CONCRETE SLAB AND MANUFACTURE OF PRECAST CONCRETE SLAB 失效
公开(公告)号：JP2000096756A
公开(公告)日：2000-04-04
申请号：JP27182498
申请日：1998-09-25
申请人： ARUTESU KK , KAJIMA CORP
发明人： SATO KUNIAKI , KOBAYASHI HIDEYUKI , HAYASHI HIDEO , TOMITA AKIO , KAWAZU WATARU
IPC分类号： E04B5/32 , B28B23/04 , E04B1/16 , E04B5/38 , E04B5/43 , E04C5/10 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a floor structure using precast concrete slabs for which the prestress can be added easily and, at that time, an upward prestress can be set with a degree of freedom. SOLUTION: A plurality of precast concrete slabs 1 comprising projected ribs 1a and flat slab portions are laid in alignment, and concrete or mortar is placed on the top surface of these precast concrete slabs 1. Then, prestressed concrete wire 3 is embedded in a shape of a polygonal line in longitudinal direction to give prestress.

9. 发明专利

JPS5157916A 失效
公开(公告)号：JPS5157916A
公开(公告)日：1976-05-20
申请号：JP13240174
申请日：1974-11-15
申请人： KAJIMA CORP
发明人： MIKAMI JUZO , MATSUZAKI YASUHIRO , TANAKA HISAO , TAKAYAMA MASAMITSU , KOBAYASHI HIDEYUKI
IPC分类号： E04B1/16 , E04B1/20 , E04B1/21

10. 发明专利

JP2003313944A Construction method for joining precast concrete panel zone with lower column member 有权
标题翻译：用于与下柱成员接合预制混凝土面板的结构方法
公开(公告)号：JP2003313944A
公开(公告)日：2003-11-06
申请号：JP2002118654
申请日：2002-04-22
申请人： Artes:Kk , Kajima Corp , Tokyo Tekko Co Ltd , 東京鐵鋼株式会社 , 株式会社アルテス , 鹿島建設株式会社
发明人： GOTO TAKASHI , NIHEI TAKAYUKI , OGIWARA YUKIMASA , ABE TATSUYA , KAWAHARA SHINJI , KOBAYASHI HIDEYUKI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To reduce manufacturing costs of a precast concrete (PC) panel zone and the number of man-hours for the PC panel zone, reduce the amount of grout to be injected, and improve working efficiency during the injection of the grout.
SOLUTION: In a construction method for joining the PC panel zone (1) with a lower column member, the panel zone (1), through which a reinforcement inserting hole (3) passes in a vertical direction, is erected on a concrete column member (10), from which a main reinforcement (11) is protruded upward, via a spacer (12) in such a manner that the main reinforcement (11) is inserted into the hole (3); grout fixing (13) is applied to an outer peripheral part of a joint space between the panel zone (1) and the column member (10), which is formed by using the spacer (12); and after that, the grout (G) is simultaneously injected into the joint space and a gap between the hole (3) and the main reinforcement (11) in one process, so that the panel zone (1) and the lower column member can be integrally joined together. The grout (G) is injected through the hole (3) into which the main reinforcement (11) is inserted.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了降低预制混凝土（PC）面板区域的制造成本和PC面板区域的工时数量，减少注入量的灌浆量，并提高注塑过程中的工作效率的灌浆。解决方案：在将PC面板区域（1）与下部柱构件接合的构造方法中，将加强件插入孔（3）沿垂直方向通过的面板区域（1）竖立在混凝土柱构件（10）通过间隔件（12）以主加强件（11）插入孔（3）的方式从主加强件11向上突出; 将浆料固定（13）施加到通过使用间隔件（12）形成的面板区域（1）和柱构件（10）之间的接合空间的外周部分; 之后，在一个过程中，同时将灌浆（G）注入到接头空间和孔（3）和主加强件（11）之间的间隙，使得面板区（1）和下柱构件整体连接在一起灌浆（G）通过插入主加固件（11）的孔（3）注入。版权所有（C）2004，JPO

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