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1. 发明专利

JPH05331986A MOUNTING STRUCTURE OF DRY TILE PANEL 失效
公开(公告)号：JPH05331986A
公开(公告)日：1993-12-14
申请号：JP13935092
申请日：1992-05-29
申请人： TAKENAKA KOMUTEN CO , INAX CORP , KIKUKAWA KOGYO
发明人： MURAKAMI YOSHIKAZU , OGAKI YOICHI , SASAZAWA TETSUO , UCHIMURA KATSUSHI , NAKAJIMA YOSHIO , TOYODA HIDEYUKI , HANAOKA KATSUHIKO
IPC分类号： E04B2/94 , E04F13/08 , E04F13/14 , E04F13/21 , E04F13/24
摘要： PURPOSE:To prevent mounting construction of a dry tile panel from being visibule through a joint part, to facilitate mounting of a dry wall tile panel and to heighten bearing strength. CONSTITUTION:An interlocking groove 12 is notched on the rear of a dry tile panel 10, and its groove wall 17 is inclined in the direction to widen the width of the groove of the bottom 16 from an insertion port 14 toward the bottom 16. Metal fixtures 18 are mounted to the rear of the dry tile panel 10 in a state to insert claw pieces 26 formed in the front ends of the metal fixtures 18 into the interlocking groove 12. The claw pieces 26 are so formed that they are extended to a corner section in the direction of the groove width of the bottom 16 of the interlocking groove 12 in a state to overlap two metal fixtures 18 each other. With the claw pieces 26 as the fulcrum, the metal fixtures 18 are rotated in the direction overlapping-each other, and two metal fixtures 18 are made to adhere to each other. According to the constitution, the claw pieces 26 encroach in the direction of the groove of the bottom 16 of the interlocking groove 12, and the metal fixtures 18 are fixed at right angles to the dry tile panel 10.

2. 发明专利

JPH05331985A DRY TILE PANEL UNIT AND MOUNTING METHOD THEREOF AND MOUNTING METHOD OF DRY TILE PANEL 失效
公开(公告)号：JPH05331985A
公开(公告)日：1993-12-14
申请号：JP13934992
申请日：1992-05-29
申请人： TAKENAKA KOMUTEN CO , INAX CORP , KIKUKAWA KOGYO
发明人： MURAKAMI YOSHIKAZU , OGAKI YOICHI , SASAZAWA TETSUO , SATO YOSUKE , NAKAJIMA TETSUYA , KANAZAWA MITSUHIRO , ISHIZAKI TAKESHI , MATSUKI KENJI
IPC分类号： E04F13/24 , E04F13/08 , E04F13/21
摘要： PURPOSE:To have high bearing strength, to prevent mounting structure of a dry tile panel from visibility through a joint part, to facilitate mounting of the dry tile panel and to make it possible to apply it to any and every kind of curtain wall. CONSTITUTION:A dry tile panel unit is constituted of one piece of cut-off panel 30 and a plurality of dry tile panels 10, and the dry tile panels 10 are mounted to the cut-off panel 30 by metal fixtures 18 erected from the rear of the dry tile panels 10. Scramble metal fixtures 32 are erected in a horizontal direction from the vertical surface of the cut-off panel 30, and bolts 35 are erected upward from the scramble metal fixtures 32. The bolts 35 are inserted into mounting holes 36 perforated in the metal fixtures 18, and the dry tile panels 10 are interlocked with the cut-off panel 30. Slots 39 are perforated in the scramble metal fixtures 32, hole axes of the slots 39 and mounting holes 36 are fitted age are fixed with slit screws 40 after the horizontal slippage of the dry tile panels 10 is adjusted.

3. 发明专利

JPS62268446A REFRACTORY COATING STRUCTURE OF REINFORCING BAR 失效
公开(公告)号：JPS62268446A
公开(公告)日：1987-11-21
申请号：JP11109686
申请日：1986-05-14
申请人： TAKENAKA KOMUTEN CO , NICHIAS CORP
发明人： IMAI HAJIME , OGAKI YOICHI , OOSHIMA YASUFUMI , YOKOYAMA RYUTARO , HIOKI TAKAO
IPC分类号： E04B1/94

4. 发明专利

JPH05179677A CONSTRUCTION METHOD FOR CONCRETE STRUCTURE 失效
公开(公告)号：JPH05179677A
公开(公告)日：1993-07-20
申请号：JP34730591
申请日：1991-12-27
申请人： TAKENAKA KOMUTEN CO
发明人： OGAKI YOICHI , SASAZAWA TETSUO , UCHIMURA KATSUSHI , MURAKAMI YOSHIKAZU , NAKAJIMA YOSHIO , NAKAJIMA TETSUYA , SATO YOSUKE
IPC分类号： E02D29/00 , E03B11/14 , E03F5/02 , E04B1/16 , E04H7/06 , E04H7/18
摘要： PURPOSE:To simplify a formwork assembling process, eliminate a formwork separating and removing work, and reduce a construction period of a concrete structure. CONSTITUTION:Lower end parts of precast formworks 34 of plates of which surface is moulded flat and of which back surface has continuous wavy protrusions are temporarily stopped by angle members 30 fixed to a base surface 26A of a concrete structure to be constructed with their back surfaces facing each other, both surfaces are supported by supports for preventing expansion of the precast formworks, and concrete for a wall is placed. The precast formwork 34 is then bridged from the upper end parts of the precast formworks 34 to the upper end parts of the other precast formworks 34 for constructing the adjacent wall, with its back surface directed up, and concrete for a slab 50 is placed. These precast formworks are not removed, but they form the surfaces of the structure as they are.

5. 发明专利

JPH05148854A SIMULTANEOUS CONSTRUCTION METHOD FOR GROUND AND UNDERGROUND STRUCTURE OF BUILDING 失效
公开(公告)号：JPH05148854A
公开(公告)日：1993-06-15
申请号：JP31785491
申请日：1991-12-02
申请人： TAKENAKA KOMUTEN CO
发明人： OGAKI YOICHI , SASAZAWA TETSUO , UCHIMURA KATSUSHI , NAKAJIMA YOSHIO , SATO YOSUKE , MURAKAMI YOSHIKAZU , NAKAJIMA TETSUYA
IPC分类号： E02D29/00 , E02D29/045 , E04G21/14 , E21D13/00
摘要： PURPOSE:To simultaneously build the underground structure and the ground structure of a building and to shorten a process. CONSTITUTION:Foundation piles 10 are driven from a ground surface and stays 12 are erected to the respective foundation piles 10. Floor panels 14 are secured to the stays 12 as the floor panels 14 are laid over a ground surface to complete a first floor. Thereafter, a work to discharge earth below the floor panels 14 is performed by means of an excavator 16 and a damp truck 18 and underground structures are built, in order, from a place where excavation is completed. Simultaneously with building of the underground structure, a tower crane 24 for a loading work is installed on the floor panels 14 and ground structures are erected, in order. This method enables simultaneous construction of the ground structures and the underground structures.

6. 发明专利

JPH04107378A PIPING LIFT UP METHOD AND FRAME FOR PIPING 失效
公开(公告)号：JPH04107378A
公开(公告)日：1992-04-08
申请号：JP22627090
申请日：1990-08-28
申请人： TAKENAKA KOMUTEN CO
发明人： OGAKI YOICHI , TANAKA HISAKATSU , SHITO NOBUAKI
IPC分类号： F16L1/00
摘要： PURPOSE:To improve safety of a work and to shorten a term of works by lifting a steel frame, ground-assembled in a room, by means of a lift up device, hanging a piping from the steel frame and hanging the pipings in stages, and anchoring the steel frame in a position. CONSTITUTION:A steel frame 2 forming a piping hanging base is ground- assembled on the floor of a room 1, the steel frame 2 is raised to a proper height by means of a lift up device 3, and hanging of a first stage piping 5 and welding of a joint are carried out. After completion of hanging, the steel frame 2 is further raised to a proper height, hanging of a second stage piping 6 is effected, and the frame steel is further raised to effect hanging of a third stage piping 7. After completion of the above work, the steel frame 2 is raised and anchored to a frame support bracket 9 previously installed at a wall 13. After completion of all the above piping works, various equipment devices 10 are carried and installed in the room 1, the pipings 5, 6, and 7 are connected to the devices 10, and the lift up device 3 falling into disuse is removed.

7. 发明专利

JPH0967824A DOUBLE SLAB CONSTRUCTION METHOD 失效
公开(公告)号：JPH0967824A
公开(公告)日：1997-03-11
申请号：JP24841795
申请日：1995-08-31
申请人： TAKENAKA KOMUTEN CO
发明人： MASUMURA KIYOTO , OKAMURA KATSUMI , OGAKI YOICHI , MATSUMURA IKUO , SHIMIZU TAKAAKI
IPC分类号： E02D29/00 , E04B5/38
摘要： PROBLEM TO BE SOLVED: To reduce temporary materials by installing half precast concrete slabs as floor slabs in permanent positions to place concrete after they are hung up at levels other than in the permanent positions to supply them for temporary use before the half precast concrete slabs are used as the floor slabs. SOLUTION: After a slab 6 for the second basement is formed, first stage excavation of the foundation 1 for the third basement is made near to the floor level of the third basement. Then, after a working floor 8 is temporarily set to the bottom of the first stage excavation, the half precast concrete slabs 11 with upper surface cotters are formed on the working floor 8. Then, after the concrete slabs 11 are raised with jacks 15 through hanging bars 12, jack holders 14 and jacks 15 are removed to divert them to some other pourpose. Scaffolding boards 18 are built between the concrete slabs 11, and a temporary handrail 19 and a baseboard 20 are mounted to them to temporarily provide a working passage 21. Second stage excavation. pressure resisting slab 24 and footing beams 25 are executed, and after the working passage 21 is removed, the concrete slabs 11 are lowered to install them between the footing beams 25, and concrete is placed to form composite slabs.

8. 发明专利

JPH08158384A TIMBERING OF FLOOR FORM, ETC. 失效
公开(公告)号：JPH08158384A
公开(公告)日：1996-06-18
申请号：JP29824794
申请日：1994-12-01
申请人： TAKENAKA KOMUTEN CO
发明人： OKAMURA KATSUMI , MASUMURA KIYOTO , OGAKI YOICHI
IPC分类号： E02D29/045 , E04G25/00 , E21D13/00
摘要： PURPOSE: To provide a timbering, which is lightweight, not bulky, convenient for transport and installation, requiring no time and labor for removal, recovery and diversion, and improve the workability and safety, in the timbering to be mounted temporarily on a cut surface, etc., further bears forms for a floor and a beam. CONSTITUTION: Timberings 2 bear forms for a floor and a beam 4 on the cut surface, etc., of a ground 1, and the timberings 2 are formed of square tube- shaped corrugated boards with cut surfaces obtained by cutting the upper edges and lower edges of side wall surfaces almost horizontally. Height from the levels of the cut surfaces to the levels of the undersides of the forms for the floor or the beam 4 is formed, and water-resistant treatment is executed on the surfaces of each side wall surface.

9. 发明专利

JPH05139687A FEEDER OF OVERHEAD CRANE 失效
公开(公告)号：JPH05139687A
公开(公告)日：1993-06-08
申请号：JP30782591
申请日：1991-11-22
申请人： TAKENAKA KOMUTEN CO
发明人： FUJII TAKUMI , OGAKI YOICHI , SASAZAWA TETSUO , UCHIMURA KATSUSHI , NAKAJIMA YOSHIO , TENKAI KIYOSHI , OCHIAI MINORU , OKUDA TAKESHI , KAWAMURA TAKEO , ISHII JIRO , SATA MOTOYUKI , YOSHIKAWA HIROSHI
IPC分类号： B66C7/10 , B66C11/06 , B66C13/12 , B66C17/00 , H02G11/02
摘要： PURPOSE:To provide a feeder of an overhead crane which has a simple mechanism and which does not restrict the movable range of a hoist. CONSTITUTION:A slide beam 14 is slidably attached to a main beam 12 by a driving gear 38. The main beam 12 is provided with a winding drum 56 to which a cable 68 for feeding power to a traveling gear 78 is wound. Since the cable 68 is wound to the winding drum 56 with a predetermined winding force, the cable 68 is wound or rewound and power can be fed to the traveling gear 78 without causing sagging of the cable 68 even when the slide beam 14 slides or when the traveling gear 78 moves on the slide beam 14. Thereby the cable 68 does not obstruct movement of a hoist 56 nor restrict the movable range of the hoist.

10. 发明专利

JPH07127064A BUTTRESS TYPE EARTH RETAINING EXCAVATING CONSTRUCTION METHOD 失效
公开(公告)号：JPH07127064A
公开(公告)日：1995-05-16
申请号：JP27831493
申请日：1993-11-08
申请人： TAKENAKA KOMUTEN CO
发明人： AOKI MASAMICHI , SATO EIJI , NISHIOKA HIROYUKI , OGAKI YOICHI , MASUMURA KIYOTO , OKAMURA KATSUMI
IPC分类号： E02D17/04 , E02D29/045 , E21D13/00
摘要： PURPOSE:To prevent harmful effect on surrounding grounds and structures produced according to the advancement of setting work at soft grounds. CONSTITUTION:In an earth retaining excavating constriction method in which an earth retaining wall 1 is constructed around the ground area where excavation is predicted and the ground 4 inside the earth retaining wall is excavated, multiple buttresses 2 which are formed platy in the direction roughly at right angle in plane are formed inside the earth retaining wall 1 at specified intervals in longitudinal direction of the earth retaining wall to a depth that it is set in a hard ground 3 as an improved soil wall by a soil cement columnar row wall work method or deep mixing treatment work method, etc. Since the lower end of the buttresses 2 is set into the hard ground 3 and the strength of the hard ground 3 is utilized, the horizontal resistance of the buttresses 2 is increased, the amount of deformation of the earth retaining wall 1 is reduced more remarkably than conventional one and, accordingly, the sink of the ground around it also becomes small.

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