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1. 发明专利

JP2000240326A AIR-TUBE MEMBRANE SHED STRUCTURE AND JOINT MEMBER FOR AIR TUBE MEMBRANE 失效
公开(公告)号：JP2000240326A
公开(公告)日：2000-09-05
申请号：JP3957299
申请日：1999-02-18
申请人： TAISEI CORP
发明人： TAJIMA EIJI , TAGUCHI NORIO , OTAKE KATSUHIRO
IPC分类号： E04H15/20
摘要： PROBLEM TO BE SOLVED: To provide an air tube membrane shed structure in which temporary scaffols are not required and the frame body work is simplified and which can be constituted of divertible members and is not subjected to excessive wind pressure on the air tube membrane from a fan. SOLUTION: This air tube membrane shed structure is constituted of an air tube membrane 7 arranged on a shed, a set-up scaffold 3 supporting the air tube membrane 7, a fan 4 supplying air from air delivery opening 7a of the air tube membrane 7 provided in the set-up scaffold 3, and a concrete frame body 2 supporting the scaffold 3. The fan 4 is arranged right under the air delivery opening 7a of the air tube membrane 7 and the blowing-out direction thereof is set to flow along the fitting inclined angle of the air tube membrane 7.

2. 发明专利

JP2003239400A CONNECTING STRUCTURE 审中-公开
公开(公告)号：JP2003239400A
公开(公告)日：2003-08-27
申请号：JP2002040193
申请日：2002-02-18
申请人： TAISEI CORP
发明人： TAJIMA EIJI , KANEDA KAZUHIRO
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide horizontal member connecting structure that can acquire high support yield strength in structure of interposing a first bracket and a second bracket at a first horizontal member and connecting a second horizontal member and a third horizontal member opposedly at a right angle from the side. SOLUTION: In this connecting structure S, the end part of a second horizontal member H2 or a third horizontal member H3 is placed on a horizontal member support part 11 or 21 of a first bracket 10 or a second bracket 20. In this state, the second horizontal member or third horizontal member and the horizontal member support part are anchored, and a first horizontal member H1 and each of first horizontal member close contact parts 15, 25 are anchored. Further, the first horizontal member close contact parts of the respective brackets overlap each other in the state of being fastened to the upper face of the first horizontal member, and the respective through holes 17a, 27a of the respective horizontal member close contact parts coincide with each other from the top view. COPYRIGHT: (C)2003,JPO

3. 发明专利

JP2000265709A SNOW REMOVAL DEVICE FOR ROOF 失效
公开(公告)号：JP2000265709A
公开(公告)日：2000-09-26
申请号：JP7358199
申请日：1999-03-18
申请人： TAISEI CORP
发明人： TAJIMA EIJI
IPC分类号： E04D15/00 , E04H9/16
摘要： PROBLEM TO BE SOLVED: To provide a snow removal device for a roof, which does not depend upon the manual work of a worker and equipment cost and use cost of which can be minimized. SOLUTION: The snow removal device 1 for the roof has fixed roof boards 4 and movable roof boards 5 alternately arranged on a roof building-frame surface 2 towards a ridge B from the edge A of eaves, movable mechanisms 6 installed to the movable roof boards 5, guide members 8 for guiding the movable mechanisms 6, and driving control mechanisms 7 for driving and controlling the movable mechanisms 6, and the movable roof boards 5 are reciprocated and moved along the guide members 8.

4. 发明专利

JPH08291529A UNDERGROUND FLOOR CONSTRUCTION METHOD 失效
公开(公告)号：JPH08291529A
公开(公告)日：1996-11-05
申请号：JP11929295
申请日：1995-04-20
申请人： TAISEI CORP
发明人： FURUTA ARATA , TAKENO MASAHIRO , TAJIMA EIJI
IPC分类号： E02D27/48 , E02D29/045 , E04B1/35 , E21D13/00
摘要： PURPOSE: To reduce the stress at the time of press fitting produced in a long span caison so as to enable high speed construction of a large-scale underground structure. CONSTITUTION: In a method for press fitting a footing beam in the ground to construct an underground floor, plural anchors 2 are installed in the ground of a predetermined place to construct an underground floor, and plural split footing beams 6 are constructed through the plural anchors 2. A cable of the anchor 2 is set on a jack 21 installed on the split footing beam 6 to perform digging for the predetermined place of construction while the load of each split footing beam 6 is given to the ground of the predetermined place of constructing an underground floor. Each split footing beam 6 is pressed in by the reaction force at the time of pulling the cable of the anchor 2 by the jack 21, and an undergroundfloor is constructed on the footing beam 6 in parallel with press fitting of the footing beam 6.

5. 发明专利

JP2003041688A Uplift preventive structure for bearing wall in wooden building 审中-公开
标题翻译：木质建筑物轴承墙UPLIFT预防结构
公开(公告)号：JP2003041688A
公开(公告)日：2003-02-13
申请号：JP2001230095
申请日：2001-07-30
申请人： Taisei Corp , 大成建設株式会社
发明人： TAJIMA EIJI , ITO KAZUO
IPC分类号： E04B1/98 , E04B1/38 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an uplift preventive structure for a bearing wall in a wooden structure, which is designed so as to be housed in a plane of the bearing wall, improves the workability thereof, and effectively prevents uplift and deformation of the bearing wall even if a large force is applied thereto.
SOLUTION: According to the structure, an anchor bolt 4 is embedded in a foundation 1, and a steel product 41 which is vertically penetrated through the interior of the bearing wall 10 of the wooden building and fixed to the bearing wall 10, has its lower bed connected to the anchor bolt 4.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供设计成容纳在轴承壁的平面中的木结构中的轴承壁的隆起防止结构，提高了其可操作性，并且有效地防止了轴承的隆起和变形即使施加大的力也是如此。解决方案：根据该结构，将锚固螺栓4嵌入基座1中，并且垂直地穿过木制建筑物的轴承壁10的内部并固定到轴承壁10的钢制品41具有较低的床连接到锚栓4。

6. 发明专利

JPH08193333A CAISSON PRESS IN METHOD 失效
公开(公告)号：JPH08193333A
公开(公告)日：1996-07-30
申请号：JP2100995
申请日：1995-01-13
申请人： TAISEI CORP
发明人： TAKENO MASAHIRO , KAGA HIROYUKI , TOKUDA YOSHIHARU , TAJIMA EIJI
IPC分类号： E02D23/08 , E02D29/045 , E21D13/00
摘要： PURPOSE: To make it possible to reduce stress produced when a long span-caisson is pressed in and construct a large-scale underground structure by penetrating a caisson and pressing in the caisson while the load of the caisson is being placed on a permanent substructural column. CONSTITUTION: The lower end of a structural stud 4 of a central foundation pile 3 is fixed and erected. A caisson 5 is constructed on a ground and a permanent structural column 4 is adapted to penetrate into a through hole 51 where a jack 21 is fixed with the upper end of an earth anchor 2. The load of the caisson 5 is arranged to be placed on the permanent structural column 4 by way of a lowering device 6 of a mounting space 52 at the lower part of the through hole 51 of the caisson 5. Or when the caisson 5 is loaded on the lowering device 6, the jack is expandingly and contractingly lowered while the outside surface of the permanent structural column 4 is being fixed and opened alternately by means of a fixing device. When the jack is lowered, an underground story skeleton and an exterior wall are constructed with a tower crane 53. The portion of an underground skeleton layer 1 is excavated with an excavating machine 54 in a lower work chamber. Then, the earth anchor 2 is pulled up with the jack 21 so that the caisson 5 may be pressed in by the reaction. At that time, the settling speed of the caisson 5 is controlled with the lowering device.

7. 发明专利

JPH08120936A METHOD AND DEVICE FOR CONSTRUCTING MULTISTORIED BUILDING 失效
公开(公告)号：JPH08120936A
公开(公告)日：1996-05-14
申请号：JP25855894
申请日：1994-10-24
申请人： TAISEI CORP
发明人： MITSUOKA HIROSHI , TAKENO MASAHIRO , FURUTA ARATA , TAJIMA EIJI , HAISHI ZENICHI
IPC分类号： E04B1/35 , E04G21/14 , E04G21/16
摘要： PURPOSE: To provide the improved lift-up method for building structure, which can improve the efficiency of the built-up material hoist-carrying as an issue with the construction of multistoried building and the efficiency of the erection work and which can expand the construction independently of weather. CONSTITUTION: A multistoried horizontal crane 40 and a moving crane 80 as a lifting means having the important part of the material hoisting and the erection work are incorporated to a building frame structure 1, and the horizontal carrying is performed by the former, and the vertical carrying is performed by the later. Furthermore, an all-weather type roof 50 for covering the building frame structure 1 during the building-up process is installed in a crane mast 20 of the former. Building-up by two - three floors and the lift-up of the lifting means are repeated so as to form the multistoried building.

8. 发明专利

JPH08105122A UNDERGROUND AND ABOVEGROUND SIMULTANEOUS EXECUTION METHOD OF STRUCTURE 失效
公开(公告)号：JPH08105122A
公开(公告)日：1996-04-23
申请号：JP24111094
申请日：1994-10-05
申请人： TAISEI CORP
发明人： TAJIMA EIJI , TAKENO MASAHIRO
IPC分类号： E02D29/045 , E04B1/35 , E21D13/00
摘要： PURPOSE: To provide an execution method which remarkably reduces the construction period, by which the above ground and underground parts can be simultaneously executed immediately after the construction of earth retaining wall. CONSTITUTION: At first, an earth retaining wall 1 for a diaphragm wall is constructed and then a truss beam 3 is laid on the ground so as to connect to the earth retaining wall 1. Thereafter, the erection works on the ground constructing an aboveground part (A) on the truss beam 3 and the underground works to excavate the ground within the earth retaining wall and construct an underground part B are parallelly and independently carried out. And finally the aboveground part (A) and the underground part (B) are unified together.

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