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1. 发明专利

JP2003305720A Heating volume reduction apparatus for foamed resin molded body 有权
标题翻译：用于泡沫树脂模制体的加热减量装置
公开(公告)号：JP2003305720A
公开(公告)日：2003-10-28
申请号：JP2002111824
申请日：2002-04-15
申请人： Taisei Corp , 大成建設株式会社
发明人： NAGASE KOICHI , SAIDA YOJI , NAITO MASAMITSU
IPC分类号： B01D46/04 , B29B17/00
CPC分类号： Y02W30/62
摘要： PROBLEM TO BE SOLVED: To provide a heating volume reduction apparatus for a foamed resin molded body by which the whole foamed resin molded body is uniformly hardened and the apparent specific gravity is uniformly increased. SOLUTION: The heating volume reduction apparatus 1 for the foamed resin molded body is provided with an apparatus main body 10 having a horizontal hollow part 11 for floating an EPS particulate substance, a hot air feeding means 20 for feeding hot air into a hollow part 11, a vent means 40 for venting the fed hot air, a ribbon screw 30 for collection and a ribbon screw 31 for dispersion (an agitating means) freely rotatable supported around a long shaft of the hollow part 11, and a vacuum means 3 which can make the inside of the hollow part 11 vacuum. COPYRIGHT: (C)2004,JPO
摘要翻译：解决问题的方案：提供一种发泡树脂成型体的加热体积减少装置，通过该装置，整个发泡树脂成型体均匀地硬化，并且表观比重均匀地增加。解决方案：用于发泡树脂成型体的加热量减少装置1设置有具有用于漂浮EPS颗粒物质的水平中空部分11的装置主体10，用于将热空气供入到热空气供给装置20的热空气供给装置20。中空部11，用于排出供给的热空气的排气装置40，用于收集的带状螺丝30和用于分散的带状螺丝31（搅拌装置），其可自由旋转地支撑在中空部11的长轴上，真空装置 3，其可以使空心部分11的内部真空。版权所有（C）2004，JPO

2. 发明专利

JP2003020810A Multistory parking facility 审中-公开
标题翻译：多功能停车设施
公开(公告)号：JP2003020810A
公开(公告)日：2003-01-24
申请号：JP2001206945
申请日：2001-07-06
申请人： Taisei Corp , 大成建設株式会社
发明人： KATO NAOYUKI , NISHIMOTO YOSHIO , NAITO MASAMITSU , SAKAI YOSHIHITO
IPC分类号： E04H6/10
摘要： PROBLEM TO BE SOLVED: To provide a multistory parking facility capable of directly entering and leaving each floor of a building from the parking area of the floor even when the floor of the building has a skip floor and forming a multistory parking space on the circumference of the building without needing a large installation area.
SOLUTION: Parking areas 12A, 12B are formed on both the sides of a vehicle passage 11 formed continuously on the circumference of the building 20 having the skip floor 21 from one floor of the building to the uppermost floor, and a doorway 23 is provided on a part according with a height of the skip floor 21 of the parking area 12A adjacent to a building 10 out of the parking areas 12A, 12B.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够从建筑物的地板直接进出楼面的多层停车设施，即使在建筑物的地板具有跳过地板并在圆周上形成多个停车位该建筑物不需要大的安装区域。解决方案：停车区12A，12B形成在车辆通道11的两侧，该车辆通道11的两侧均连续地形成在具有跳楼21的建筑物20的圆周上，从建筑物的一层到最上层，并且门口23设置在与停车区域12A，12B中的建筑物10相邻的停车区域12A的跳过地板21的高度的部分。

3. 发明专利

JP2001047434A METHOD FOR VOLUME-REDUDING FOAMED RESIN MOLDING, HEAT TREATING APPARATUS AND LIGHT-WEIGHT BUILDING MATERIAL 失效
公开(公告)号：JP2001047434A
公开(公告)日：2001-02-20
申请号：JP22445299
申请日：1999-08-06
申请人： TAISEI CORP
发明人： NAITO MASAMITSU , MORI MASATO , SAKAI YOSHIHITO
IPC分类号： E01C5/00 , B29B17/00 , E01C13/04 , E04B1/76
摘要： PROBLEM TO BE SOLVED: To continuously and uniformly volume-reduce a particulate material of a foamed resin molding by charging the material in a heat treating apparatus to which a hot air of a predetermined temperature and predetermined wind velocity is supplied and heating the material by the hot air to volume reduce it. SOLUTION: In the case of volume reducing a foamed polystyrol(EPS), first a blower 36 and a heater 37 are operated, and then a hot air is supplied from a supply port 31c into an apparatus body 31. The temperature of the air is regulated to a range of 115 to 125 deg.C, and if an EPS particulate material having an apparent specific gravity of about 0.02 is volume-reduced, though not limited, conditions of a wind velocity of the hot air of 0.1 to 0.4 m/s and a heating time of 3 to 8 min are set. The material is charged from an inlet 31a to heat the material by the air supplied from below, and entirely gradually cured to be volume reduced. Thus, the material increasing in its own weight is dropped on a conveying means 50, and conveyed.

4. 发明专利

JP2000062922A METHOD OF CARRYING BULK MATERIAL, AND STRUCTURE OF LOWERING FRICTION OF BOTTOM SURFACE OF BULK MATERIAL 失效
公开(公告)号：JP2000062922A
公开(公告)日：2000-02-29
申请号：JP23768898
申请日：1998-08-24
申请人： TAISEI CORP
发明人： NAITO MASAMITSU , MORIMOTO HIROSHI , NAGASE SATORU , SHIRAISHI SHUNEI
IPC分类号： B65G7/06
摘要： PROBLEM TO BE SOLVED: To easily carry a bulk material on a support by providing a fluid filled space between the bottom surface of the bulk material and the floor surface of a carrying path, and fitting the fluid pressure at a degree capable of preventing the separation of the bottom surface of the material to be carried from the support provided on the floor surface of the carrying path so as to lower the friction between the bottom surface of the bulk material and the support. SOLUTION: In the case of carrying a bulk material 110, a pump 140 is operated so as to fill the water 150 inside of a seal member 130, and the seal member 130 is expanded so as to tightly contact with a bottom surface 111 of the bulk material 110. The water 150 inside of the seal member 130 is injected into a water supply space 120 formed inside of the annular seal member 130 through an opening 131 so as to fill the water supply space 120 with the water 150 for pressurization. In this condition, [water supplying pressure]×[an area surrounded by the seal 130] partially supports a load of the material 110 to be carried, and the weight to be applied to the support 101 is reduced by that load supported by the [water supplying pressure]×[an area surrounded by the seal 130] from the weight of the whole. Namely, since the friction between the support 101 and the bottom surface of the bulk material 110 is lowered, the bulk material 110 can be hauled by a relatively small hauling force.

5. 发明专利

JPH1122372A RESTARTING METHOD OF SHIELD EXCAVATOR 失效
公开(公告)号：JPH1122372A
公开(公告)日：1999-01-26
申请号：JP19790297
申请日：1997-07-08
申请人： TAISEI CORP
发明人： KANEKO KENICHI , NAITO MASAMITSU , DOBASHI ISAO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To facilitate restarting by temporarily setting a shield excavator on a flexible bag body overlapped on a shaft bottom part, and deforming the bag body to modify height of the shield excavator. SOLUTION: A plurality of flexible bag bodies 2 are set to be overlapped through a rotation disc 3 on an intermediate shaft bottom part, and an excavator support base 21 is provided on the uppermost part of a group of the bags 2. Next, after a shield excavator 1 reaching the intermediate shaft is temporarily set on the base 21, the disc 21 is rotated to change the advancement direction of the excavator 1. Next, compressed air or pressure water is supplied to the bag body 2 to expand the group of the bags 2 so as to be matched to a restarting height. The group of the bags 2 is supported with a jack and the like, and the excavator 1 is started at need. Furthermore, in the case where the starting excavation height of the excavator 1 is lowered, the excavator 1 is temporarily set on the previously expanded bag body 2, which is contracted to make desired height. As a result, an excessive space between a ceiling and the upper part of the excavator and reinforcement of a shaft wall face can be unnecessitated, working can be performed simply and a cost can be reduced.

6. 发明专利

JP2581555B2 失效
公开(公告)号：JP2581555B2
公开(公告)日：1997-02-12
申请号：JP8244287
申请日：1987-04-03
申请人： TAISEI CORP
发明人： NAITO MASAMITSU , MATSUMOTO MICHIO
IPC分类号： G01C15/00 , G01B11/00 , G01C5/00

7. 发明专利

JPH06331353A METHOD AND DEVICE FOR MEASURING DISPLACEMENT OF AIR SECTION INSIDE TUNNEL 失效
公开(公告)号：JPH06331353A
公开(公告)日：1994-12-02
申请号：JP12138593
申请日：1993-05-24
申请人： TAISEI CORP
发明人： SASAKI MAKOTO , NAITO MASAMITSU , ARAI MASAO
IPC分类号： E21D9/10 , G01B11/24 , G01B11/245 , G01B11/30 , G01C7/06
摘要： PURPOSE:To measure the longitudinal recessed and projecting displacement of the inside wall of a tunnel accurately, continuously, and rapidly even if water stays at the lower part of the tunnel. CONSTITUTION:A number of automatic expansion and contraction measuring instruments 2-1-2-8 and three electronic stuffs 3-1-3-3 for receiving the laser beams from a fixed laser transmitter are provided on an inspection truck 1 which can travel in the longitudinal direction of a tunnel. The automatic expansion and contraction measuring instruments 2-1-2-8 are constituted of an arm 6 which is pressed to the wall surface of the tunnel, a roller 7 which rolls in the running direction of the inspection truck mounted at the arm tip, and a displacement detector 11 for detecting the displacement of the arm 6. The recessed and projection status in the longitudinal direction of the air section inside the tunnel can be grasped according to the amount of displacement at each position on the wall surface of the tunnel output from the automatic expansion and contraction measuring instruments 2-1-2-8 and the three-dimensional position of the inspection truck 1 for the laser transmitter output from the electronic stuffs 3-1-3-3.

8. 发明专利

JPH03262829A SUBMERGEDLY INSTALLING CONSTRUCTION METHOD FOR CAISSON 失效
公开(公告)号：JPH03262829A
公开(公告)日：1991-11-22
申请号：JP6093290
申请日：1990-03-14
申请人： TAISEI CORP
发明人： KISHI YASUHIRO , SAKATE MASAAKI , NAITO MASAMITSU
IPC分类号： E02D23/08 , E02D23/00
摘要： PURPOSE:To securely and easily carry out the submergedly installing work of caissons by arranging an inner caisson so as to inscribed in an outer caisson, and after the outer caisson has been submergedly installed, by submergedly driving the inner caisson along the outer caisson to a deeper place. CONSTITUTION:In the inner circumferential surface of an outer caisson 1, the outer circumferential surface of an inner caisson 2 is inscribedly arranged, and grooves 22 being opposite to the incribed and circumscribed surfaces of both caissons 1 and 2 respectively are recessedly provided in the axial direction. And anchor bodies 4 are arranged along the grooves 22, and the lower end parts thereof are fixed into the ground, and the anchor bodies 4 are pulled upward by a forcedly driving jack which has been installed on the upper end surface of the outer caisson 1. And by the pull-out reaction thereof, the outer caisson 1 is forcedly driven to a prescribed depth. Then, the forcedly driving jack is shifted to the upper end part of the inner caisson 2, and in the same manner the inner caisson 2 is submergedly installed along the inner circumferential surface of the outer caisson 1 to a deeper place. Thereafter, in the same procedure, an end caisson 3 is submergedly installed along the inner circumferential surface of the inner caisson 2 to a further deep place.

9. 发明专利

JPH03257294A WATER BOTTOM TUNNEL CONSTRUCTION METHOD AND UNDERWATER EXCAVATOR 失效
公开(公告)号：JPH03257294A
公开(公告)日：1991-11-15
申请号：JP5285390
申请日：1990-03-06
申请人： TAISEI CORP
发明人： WADA KENJI , NAITO MASAMITSU
IPC分类号： E21D9/06 , E02D29/063 , E02D29/073
摘要： PURPOSE:To shorten a construction period in large degree by closing the tip of an existing tunnel, then hanging a ring piece into an underwater excavator, and constructing a water bottom tunnel while connecting this ring piece to the tip of the existing tunnel after draining water from the tunnel. CONSTITUTION:A bulkhead 10 is fitted at the tip of an existing tunnel 2. Water is previously put into the existing tunnel 2, and the watertight gate 5 of a shield body 1 is opened. A ring piece 2c is inserted through an opening part 4 to be hung into the shield body 2, and then a hanging wire is removed. The ring piece 2c is pressed to a ring piece 2b at the tip part of the existing tunnel 2 by a shield jack 3 so as to close the watertight gate 5 and drain water between the bulkheads 7, 10. The shield jack 3 is then elongated to make forward the shield body 1. The ring pieces 2b, 2c are connected and a filler 13 is filled into a gap part.

10. 发明专利

JPH03257287A WATER BOTTOM TUNNEL CONSTRUCTION METHOD AND UNDERWATER EXCAVATOR 失效
公开(公告)号：JPH03257287A
公开(公告)日：1991-11-15
申请号：JP5285290
申请日：1990-03-06
申请人： TAISEI CORP
发明人： WADA KENJI , NAITO MASAMITSU
IPC分类号： E21D9/06 , E02D29/063 , E02D29/073
摘要： PURPOSE:To shorten the construction period of a water bottom tunnel in large degree by providing an opening part and a hanging device at the outer shell of a shield body, and hanging sectionally split type ring pieces as the tunnel forming bodies, in from this opening part to connect them. CONSTITUTION:An underwater excavator is composed of a shield body 1, plural jacks 3, an excavating means, and a sludge means. An opening 4 is provided at the outer shell upper half part of the shield body 1, and outside the opening part 4, a closable double gate 5 is equipped to keep airtightness. A hanging device 12 is further provided at the shield body 1 so as to allow a ring piece 6, in the sectionally split shape of a tunnel by the fixed width, to be infixed therein. The ring piece 6 is hung into the excavator in the underwater, and the ring pieces 6 are successively connected to a tunnel by the jacks 3. Constructing performance is thereby improved, and the construction period of the tunnel can be shortened in large degree.

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