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31. 发明专利

JPH11124903A CONSTRUCTION METHOD FOR BUILDING USING PC MEMBER 失效
公开(公告)号：JPH11124903A
公开(公告)日：1999-05-11
申请号：JP29082897
申请日：1997-10-23
申请人： OHBAYASHI CORP
发明人： OMOTE YUUTAROU , OGAWA HARUKA , KURITA KOHEI , AOYAMA RYUNOSUKE , AZUMA NOBUYUKI , KASHIWAKURA KATSUSHI
IPC分类号： E04H1/04 , E04B1/04 , E04B1/348 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To prevent weight of a unit from becoming excessive by forming the unit by integrally preassembling an internal facing material on a floor board composed of a PC member, and arranging the floor board between beams after building-up work of columns and the beams. SOLUTION: A unit is formed by integrally preassembling an internal facing material composed of a floor material, a wall material, a partition wall and fittings on a floor board 10 composed of a PC member, and is transported up to a work site. The floor board 10 is arranged on the prescribed story F, and building-up of PC columns 22 and PC beams 24 is completed. Next, a beam 24 is also arranged on the columns 22 of this story F, and the floor board 10 of the next story (F+1) is hung by a crane, and at the same time, an internal facing material to constitute units A-1 and A-2 is also installed. Weight of these respective units is light since weight of a lightweight internal facing material of a wooden framework is added besides weight of the floor board 10, and a crane load is reduced. Therefore, weight of the units can be reduced, and a problem of transport and a problem at hanging time are not caused.

32. 发明专利

JPH0977469A SEMIAUTOMATIC TRAVEL CONTROLLING METHOD OF OVERHEAD TRAVELING CRANE 失效
公开(公告)号：JPH0977469A
公开(公告)日：1997-03-25
申请号：JP23283095
申请日：1995-09-11
申请人： HITACHI SHIPBUILDING ENG CO , OHBAYASHI CORP
发明人： KAWAHARA TAKANORI , OKAMOTO KENJI , WAKIZAKA TATSUYA , HISHIKAWA KYOICHI , FURUYA NORIYUKI , KURITA KOHEI , ONO HIDEO , INOUE YASUO
IPC分类号： B65G47/61 , B66C7/12 , B66C13/22 , B66C13/48 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To enable it to speed up the progress of operations at inexpensive expanses by installing a target detecting means in a main girder, and in time of movements of this main girder, detecting a destination's target, thereby stopping it automatically, in a crane being equipped with this main girder and a sub girder reciprocating at the side of the former. SOLUTION: In an overhead traveling crane 20 to be installed on the rearside of a roof frame in order to construct a building with an all-weather type temporary roof, it is equipped with a main rail 28 to be situated in a central part of the rearside of the roof frame and two sub rails 30 and 30a being situated at both sides of the former and being set up in parallel with the main rail 28. Then a conveyor girder 32 is installed in the main rail 28 and each of girders 34 and 34a in these sub rails 30 and 30a shiftably, respectively and further a detector 40 as a target detecting means is installed in the conveyor girder 32. In addition, the travel of this conveyor girder 32 is controlled by a control circuit 42 so as to shift the conveyor girder 32 as detecting a distance of up to a target by this detector 40, whereby a span of required time for load conveying operations is thus shortened.

33. 发明专利

JPH08319088A HOISTING TRANSPORT DEVICE 失效
公开(公告)号：JPH08319088A
公开(公告)日：1996-12-03
申请号：JP33075795
申请日：1995-12-19
申请人： OHBAYASHI CORP
发明人： WAKIZAKA TATSUYA , HISHIKAWA KYOICHI , FURUYA NORIYUKI , YOSHINO KYOJI , HAMADA YASUSHI , KURITA KOHEI
IPC分类号： E04G21/16 , B65G47/48 , B65G47/61 , B66C13/46
摘要： PURPOSE: To quickly make sure of the kind of each carried object and its destination on the part of all operators by indicating a display specifying each carried object and information on its destination in a hoist itself. CONSTITUTION: A display specifying the name of material and a bar code label 18 coding a building location as a destination, are stuck to a material W. A lighting display board 20 is disposed at both sides of a hoist 11, and the bar code label 18 is thereby scanned by a read scanner 22 connected to the display board. The contents are then read out, the name of the material and the building location for its code registered in advance, are thereby indicated on the display board 20 as character information. Scanning by the scanner 22 is performed by a slinging worker just after slinging works have been over, and the location, to which any member is distributed from respective work sites, is affirmed. By this constitution, movement to the destination, transportation and assembly works of each carried object can thereby be quickly carried out, and its operating efficiency can thereby be improved much.

34. 发明专利

JPH0868142A PRECAST CONCRETE BOARD 失效
公开(公告)号：JPH0868142A
公开(公告)日：1996-03-12
申请号：JP20703794
申请日：1994-08-31
申请人： OHBAYASHI CORP , NIPPON KAISER KK
发明人： WAKIZAKA TATSUYA , FURUYA NORIYUKI , KURITA KOHEI , TOBISHIMA YASUFUMI
IPC分类号： E04B2/86
摘要： PURPOSE: To construct a precast concrete board without requiring a formwork. CONSTITUTION: Built-up reinforcing bar trusses 3 are arranged between reinforced concrete boards 2 facing each other at a proper interval, and the upper end side and lower end side of the built-up reinforcing bar trusses 3 are buried in two reinforced concrete boards 2. Reinforcing bar braces 4 are crossingly arranged between the reinforcing concrete boards 2 in the direction perpendicular to the built-up reinforcing bar trusses 3, and both end sections are welded to reinforcing bars 2a in the reinforced concrete boards 2 respectively.

35. 发明专利

JPH07139041A REINFORCED CONCRETE BUILDING CONSTRUCTED BY AUTOMATIC CONSTRUCTION EQUIPMENT 失效
公开(公告)号：JPH07139041A
公开(公告)日：1995-05-30
申请号：JP28934193
申请日：1993-11-18
申请人： OHBAYASHI CORP
发明人： FURUYA NORIYUKI , WAKIZAKA TATSUYA , HAMADA YASUSHI , KURITA KOHEI
IPC分类号： E04B1/20 , E04B1/35 , E04G21/14
摘要： PURPOSE:To easily construct a reinforced concrete building, and to suppress the necessity of increasing the total length of an expansible column for gaining the time for concrete curing. CONSTITUTION:Main columns 17 are made by pre-cast concrete, and steel plates 29 projected on the upper and lower end sides thereof are joined to each other by bolts or welding to directly obtain strength enough for supporting an expansible column 5. Further, reinforcing bars 27 projected on the upper and lower end part sides of the main columns are mechanically joined to each other and buried in the quick hardening concrete so as to obtain satisfactory strength.

36. 发明专利

JP2003268874A SHAPE CONTROL SYSTEM FOR VARIABLE GEOMETRY TRUSS STRUCTURE 审中-公开
公开(公告)号：JP2003268874A
公开(公告)日：2003-09-25
申请号：JP2002075006
申请日：2002-03-18
申请人： OHBAYASHI CORP
发明人： INOUE FUMIHIRO , KURITA KOHEI
IPC分类号： E04B1/19
摘要： PROBLEM TO BE SOLVED: To provide a shape control system which makes a variable geometry truss structure variously changeable in shape. SOLUTION: The system is comprised of the plurality of variable geometry truss structures A, B, C, D, a control section 40 for controlling the shapes of the respective variable geometry truss structures A, B, C, D, and an external input information obtaining section 42. The control section 40 determines operating patterns of the respective variable geometry truss structures A, B, C, D, based on external input information obtained by the external information input section 42, and individually controls expansion/contraction of actuators of the respective variable geometry truss structures A, B, C, D such that the variable geometry truss structures A, B, C, D are variable according to the operating patterns, via control lines 43, 44, 45, 46 respectively. Thus, the shape of each variable geometry truss structure is rendered variable by sensing music, human voice, ambient sound, etc., for instance. COPYRIGHT: (C)2003,JPO

37. 发明专利

JP2002339460A VARIABLE-SHAPE ROOF STRUCTURE AND ITS SHAPE CONTROL METHOD 失效
公开(公告)号：JP2002339460A
公开(公告)日：2002-11-27
申请号：JP2001145594
申请日：2001-05-15
申请人： OHBAYASHI CORP
发明人： KURITA KOHEI , INOUE FUMIHIRO , TAKAHASHI YOSHIAKI , KASAI HIDEKI , HASHIMOTO RENTARO
IPC分类号： E04B1/343 , E04B1/00 , E04B7/12
摘要： PROBLEM TO BE SOLVED: To provide a unique variable-shape roof structure with a deformable roof face. SOLUTION: This variable-shape roof structure 2 is composed of a variable- shape truss frame 8 with a plurality of fixed trusses 10 and variable-shape trusses 12 alternately connected, and roof members 6 mounted along the outer periphery of the variable-shape truss frame. Each variable-shape truss 12 has a variable-length truss member 14 formed by an extensible actuator and deformed by the individual extension/contraction of each actuator. The roof face 5 can thereby be deformed into various shapes to realize extremely unique rendering of rich variation.

38. 发明专利

JP2000017832A DEFORMABLE TRUSS FRAMING OF SUSPENDED SCAFFOLD 失效
公开(公告)号：JP2000017832A
公开(公告)日：2000-01-18
申请号：JP18469898
申请日：1998-06-30
申请人： OHBAYASHI CORP
发明人： OMOTE YUTARO , INOUE FUMIHIRO , KURITA KOHEI , FURUYA NORIYUKI
IPC分类号： E04G3/28 , E04G3/24 , F16S3/08 , E04G3/10
摘要： PROBLEM TO BE SOLVED: To provide a deformable truss framing for a suspended scaffold excellent in work efficiency capable of being transferred with the transfer of a wall surface of a structure in a suspended state while keeping the suspended scaffold moved up and down. SOLUTION: Diagonal members 5 having variable lengths are provided along diagonals of quadrilaterial links 4 connecting two pairs of chord members 1a in all directions in a rotatable manner to form plate frames 12, the plate frames are arranged up and down at a specific height of interval to constitute basic space trusses 14 of the minimum constitutive unit vertically connecting four corners with struts 13, and a large number of basic space trusses 14 are connectively provided along an exterior wall surface 15a of a building 15 in the horizontal direction while sharing the struts 13 and chord members 1a to form a truss framing 10 of a working suspended scaffold. While keeping the lengths of both upper and lower diagonal members 5 in the same size in each basic space truss 14, a form of the truss framing 10 can be optionally deformed only by changing the lengths of the diagonal members 5 in between the basic space trusses 14.

39. 发明专利

JPH0977464A OPERATING METHOD OF HOIST TRANSFERRING TYPE OVERHEAD TRAVELING CRANE 失效
公开(公告)号：JPH0977464A
公开(公告)日：1997-03-25
申请号：JP23282995
申请日：1995-09-11
申请人： HITACHI SHIPBUILDING ENG CO , OHBAYASHI CORP
发明人： KAWAHARA TAKANORI , OKAMOTO KENJI , WAKIZAKA TATSUYA , HISHIKAWA KYOICHI , FURUYA NORIYUKI , KURITA KOHEI , ONO HIDEO , INOUE YASUO
IPC分类号： B66C7/12 , B66C13/48
摘要： PROBLEM TO BE SOLVED: To improve crane operability by making an overall material handling executable by having only the operation of a corresponding hoist performed by an exclusive operator at each crane girder, in a crane that is equipped with a main girder and a pair of sub-girder performing the material handling operations at both sides of the former. SOLUTION: In an overhead traveling crane 20 being installed on the rearside of a roof frame in order to construct a building with an all-weather type temporary roof, it is equipped with a main rain to be situated in the central part of a rearside of this roof frame and each sub rail being situated at both sides of the former and arranged in parallel with the main rail. Then a conveyor girder 32 is installed in the main rail and each of girders 34 and 34a in these sub rails respectively as being shiftably, and also three main controllers 40, 40a and 40b controlling each moving position on these girders 32, 34 and 34a, are installed there. In addition, three sub controllers 44, 44a and 44b controlling each moving position of the guarders are installed in two hoists 24a and 24b, making an exclusive operator arranged at each guarder control these sub controllers together with main controller.

40. 发明专利

JPH08302812A CONSTRUCTION METHOD OF REINFORCED CONCRETE BUILDING 失效
公开(公告)号：JPH08302812A
公开(公告)日：1996-11-19
申请号：JP10946095
申请日：1995-05-08
申请人： OHBAYASHI CORP
发明人： WAKIZAKA TATSUYA , FURUYA NORIYUKI , KURITA KOHEI
IPC分类号： E04B1/16 , E04B1/20 , E04H1/00
摘要： PURPOSE: To manufacture a connecting part of a pillar and a beam greatly influencing upon structural strength of a building with high precision, simplify building frame construction work at a construction site and extensively shorten a construction period by previously manufacturing a frame block material and a floor slab block material previously integrating the whole of the reinforced concrete made pillar and beam including the pillar and beam connecting part. CONSTITUTION: Reinforced concrete beams 16 in a form separated at intermediate parts of beam spans and reinforced concrete pillars 14 are previously formed through pillar-beam connecting parts 18 by integrating the whole of them as first-third pillar beam block bodies 10a-c. The reinforced concrete pillars 14 of the pillar beam block bodies 10a-c are connected to each other and the reinforced concrete beams 16 are also connected to each other. After the first, second and third pillar beam block bodies 10a-c are installed, floor slab block materials 38 are laid on upper surfaces of the reinforced concrete beams 16, 16... and concrete 46 for a floor is deposited.

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