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1. 发明专利

JPH07119168A METHOD OF REVERSELY DRIVING CONSTRUCTION 失效
公开(公告)号：JPH07119168A
公开(公告)日：1995-05-09
申请号：JP27017993
申请日：1993-10-28
申请人： KAJIMA CORP
发明人： TSUKAMOTO KIYOSHI , IKEDA FUMISADA , YAMADA HIROSHI , KAJIWARA TAKENORI , TOMIZAWA HIROYUKI , AOYAMA AKIRA , KOSAKA YASUTAKA , IMAI HIROTAKE , ISHII MAKOTO , KAGAYA KOZO
IPC分类号： E02D29/045 , E21D13/00
摘要： PURPOSE:To improve workability, and to reduce the cost of construction by using temporary columns installed on the outer circumferential section of a building in combination as landslide protection piles. CONSTITUTION:An underground body 1 is borne by bearing piles 7 on an outer circumferential section built on the lower sides of the foundation slabs 6 of the underground body 1, and a landslide protection wail 8 is constructed around the underground body 1. Landslide protection piles 9 are driven into the landslide protection wall 8 at regular intervals to reinforce the landslide protection wall 8, and used as landslide protection piles functioning as framed studs bearing the upper structure of a building in combination during a time when the columns 4 of the underground body 1 are constructed. Receiving sections 10 are protruded horizontally to the external sections of the girders 3 of the underground body 1, and the load of the upper structure of the underground body 1 is transmitted over the landslide protection piles 9 through the receiving sections 10.

2. 发明专利

JP2007177403A Structure for tension-joining concrete-filled square steel-pipe column and beam together by using high tension bolt 有权
标题翻译：通过使用高张力螺栓将钢筋混凝土钢管柱和梁连接起来的结构
公开(公告)号：JP2007177403A
公开(公告)日：2007-07-12
申请号：JP2005373872
申请日：2005-12-27
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： AZUMA SEIZABURO , SAWAIZUMI SHINICHI , FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , YOSHIGAI SHIGERU , TAKI MASAYA , KUBOTA ATSUSHI , MIYASAKA TATSU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure for tension-joining a concrete-filled square steel-pipe column and a beam together by using a high tension bolt, which employs a joint metal and the high tension bolt, and which can raise the highest proof stress of a joint by efficiently increasing the rigidity and tensile proof stress of the joint through the use of a simple structure.
SOLUTION: In the structure for tension-joining the concrete-filled square steel-pipe column and the beam together by using the high tension bolt 3, both side parts of the joint metal for joining the beam 4 to the square steel-pipe column 1 are tension-joined to a part near a corner part of the column 1 by using the high tension bolt 3; tension resisting and reinforcing members (a through-bolt 5 and the high tension bolt with an anchor function) with a shank for being embedded in concrete 6 inside the column 1 are inserted/fastened into the area, between the high tension bolt 3 and a tension joint, of the joint metal; and the concrete 6 is filled into/solidified in the column 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过使用采用接头金属和高张力螺栓的高压螺栓将混凝土填充的方钢管柱和梁一起拉伸接合的结构，并且其可以通过使用简单的结构有效提高接头的刚度和抗拉强度，提高接头的最高的抗冲击应力。解决方案：在通过使用高压螺栓3将混凝土填充的方钢管柱和梁一起拉伸接合的结构中，用于将梁4连接到方钢 - 管柱1通过使用高压螺栓3张紧到柱1的角部附近的部分; 具有用于嵌入在柱1内的混凝土6中的柄的抗张力和加强构件（贯穿螺栓5和具有锚定功能的高张力螺栓）被插入/紧固到高压螺栓3和张力接头，接头金属; 混凝土6在柱1中填充/固化。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JPS55111530A BASE PANEL 失效
公开(公告)号：JPS55111530A
公开(公告)日：1980-08-28
申请号：JP13579779
申请日：1979-10-19
申请人： KAJIMA CORP
发明人： KOYAMA MASAHIRO , HAMANO YOSHIO , SASAKI TETSUYA , TAKABAYASHI KATSUTO , TSUKAMOTO KIYOSHI , YOSHIMATSU TOSHIYUKI
IPC分类号： E02D27/01
摘要： PURPOSE:To intend to integrate base panels one another by grouting cast-in-place concrete into connecting parts of butting base panels and recessed parts for forming footings. CONSTITUTION:At an end portion of a base panel 1, a recessed part 2 for forming a footing 12 is formed. At an end surface of the recessed part 2 and an end surface of the opposite side against said recessed part 2, main reinforced rods 3 and 4 and end portions of stirrups 5 are extruded. On the ground, a plurality of base panels 1 are positioned in butting state leaving connecting spaces so that the end surface wherefrom the end portions of the stirrups 5 are extruded may be positioned on the upper side thereof and the recessed parts, 2 and 2 may form a lattice shape opposing each other. Then, the concrete is grouted in order of the footing part 12, the connecting portion of the base panel, 1 and 1, and a slab 14.

4. 发明专利

JP2008280808A Flat slab structure 审中-公开
标题翻译：平板结构
公开(公告)号：JP2008280808A
公开(公告)日：2008-11-20
申请号：JP2007127874
申请日：2007-05-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUBOTA ATSUSHI , FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , FUJIMURA HIROSHI , MURAMATSU SEIICHI , YOSHIGAI SHIGERU , TAKI MASAYA , TSUKAMOTO KIYOSHI , MIYASAKA TATSU
IPC分类号： E04B1/04 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To make a tendon exhibit a reinforcement effect to punching fracture so as to contribute to easing of inclusion of a shearing reinforcement material in a flat slab structure having a flat slab supported by a column.
SOLUTION: An unbonded tendon 3 is disposed around a column 1 so as to draw a curved line protruding toward a flat slab 2 in a view from the column 1 side. The tendon 3 is disposed around the column 1 to be vertically protruded up around the column 1 and protruded down in the center of the flat slab 2 or the vicinity thereof. The tendon 3 is disposed so as to surround at least two side surfaces of the column 1. A plurality of tendons 3 is juxtaposed on each side of the side surfaces of the column 1 so as to be disposed in a curved line shape in a plane view.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了使钢筋表现出对冲压断裂的增强作用，有助于将剪切增强材料包含在具有由塔支撑的平板的平板坯结构中。解决方案：将未粘结的钢筋3设置在柱1的周围，以便从柱1侧观察到朝平板2突出的曲线。腱3围绕柱1设置成围绕柱1竖直地突出并且在平板2的中心或其附近突出。腱3被设置为围绕柱1的至少两个侧表面。多个腱3并列在柱1的侧表面的每一侧上，以便在平面内以曲线形状设置视图。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2007182731A Joint method of steel pipe pole and joint jig 有权
标题翻译：钢管接头联合方法
公开(公告)号：JP2007182731A
公开(公告)日：2007-07-19
申请号：JP2006002562
申请日：2006-01-10
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： OGIWARA YUKIMASA , SHINADA SHUJI , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , TAKI MASAYA , FUKUMOTO TOSHIYUKI , KUBOTA ATSUSHI , MIYASAKA TATSU , AZUMA SEIZABURO , SAWAIZUMI SHINICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint method of a steel pipe column capable of easily and firmly connecting the lower end section of an upper column to the upper end section of a lower column with a bolted connection by utilizing joint plates for permanent installation and a drift pin as a temporary connection member and a joint jig.
SOLUTION: The joint plate 4 having a bolt hole 4a in both inside and outside of the upper end section of the lower column 1 and a joint nut 6 connected to the bolt hole 4a and the joint plate 3 having a bolt hole 3a are respectively temporarily fixed with the drift pin 9. The lower end section of the upper column 2 is confronted with the upper end section of the lower column 1, and the upper end side of the joint plate 4 and the upper end side of the joint plate 3 are respectively accompanied by both inside and outside of the upper column 2. Further, a joint bolt 5 is inserted in the bolt hole 4a of the joint plate 4 from each bolt hole 3a of the joint plate 3, and the front end of the joint bolt 5 is screwed on the joint nut 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管柱的接合方法，其能够通过利用接合板将接头板通过螺栓连接容易且牢固地连接到上柱的下端部与下部塔的上端部永久安装和漂移销作为临时连接构件和接头夹具。解决方案：具有在下柱1的上端部的内部和外部的螺栓孔4a的接合板4和连接到螺栓孔4a的接合螺母6和具有螺栓孔3a的接合板3 分别与漂移销9暂时固定。上柱2的下端部分与下柱1的上端部分接合，接头板4的上端侧和接头的上端侧板3分别伴随着上柱2的内部和外部。此外，接头螺栓5从接合板3的每个螺栓孔3a插入接头板4的螺栓孔4a中，并且前端关节螺栓5拧在接头螺母6上。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2000027466A STRUCTURE FOR INSTALLING PIPE SHAFT 失效
公开(公告)号：JP2000027466A
公开(公告)日：2000-01-25
申请号：JP19994598
申请日：1998-07-15
申请人： KAJIMA CORP
发明人： UENO TADASHI , TSUKAMOTO KIYOSHI , FUTAMURA TOSHITAKA , YAMANE KAZUO
IPC分类号： E04H1/04 , E04F17/08
摘要： PROBLEM TO BE SOLVED: To perform construction work for the maintenance and renewal of piping, wiring and the like in a pipe shaft, while minimizing the area closed due to the construction work, and to make the appearance of the inside of a room neat. SOLUTION: A structure for installing a pipe shaft 10 in a hotel provided with an outdoor balcony 8 adjacent to each guest room 2 has the pipe shaft 10 installed in a position outside each guest room 2 and adjacent to each outdoor balcony 8 and separated from each guest room 2. A door 15 enabling the outdoor balcony 8 to be communicated with the inside of the pipe shaft 10 is mounted between the pipe shaft 10 and each outdoor balcony 8.

7. 发明专利

JP2008088639A Connection part of steel pipe pole and flat slab 有权
标题翻译：钢管和平板连接部分
公开(公告)号：JP2008088639A
公开(公告)日：2008-04-17
申请号：JP2006267158
申请日：2006-09-29
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAKA NAOKI , OGIWARA YUKIMASA , KUBOTA ATSUSHI , FUKUMOTO TOSHIYUKI , SAWAMOTO YOSHIKAZU , TANAKA SHUNPEI , TAKEI KOJIRO , FUJIMURA HIROSHI , YOSHIGAI SHIGERU , TAKI MASAYA , TSUKAMOTO KIYOSHI
IPC分类号： E04B1/38 , E04B1/30 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To reduce the amount of use of steel products required for reinforcing the periphery of a steel pipe pole and enhance working efficiency in placing reinforcements around the steel pipe pole in the connection part between the steel pipe pole and a flat slab in which the steep pipe pole passes through the flat slab having the thickness generally uniform over the entire surface.
SOLUTION: Holed dowels 2 are secured to the outer peripheral surface of the steel pipe pole 1 while facing in at least two directions in the range of the thickness of the flat slab 4 joined to the steel pipe pole 1. Through reinforcements 3 are placed in the flat slab 4 through the insertion holes 3a of the holed dowels 2. The holed dowels 2 are intersected with slab reinforcements 5 placed in the slat slab 4. The through reinforcements 3 are intersected with the slab reinforcements 5.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了减少加强钢管柱周边所需的钢制品的使用量，提高在钢管杆与钢管极之间的连接部分中在钢管杆周围配置加强件的工作效率平板，其中陡管极穿过整个表面上具有大致均匀的厚度的平板。解决方案：固定销2固定在钢管杆1的外周面上，同时在连接到钢管柱1的平板4的厚度范围内的至少两个方向上面对。通过加强件3 通过孔口2的插入孔3a放置在平板4中。孔口2与放置在板条板4中的板坯加强件5相交。通道加强件3与板坯加强件5相交。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2006291531A Column/beam connection structure 审中-公开
标题翻译：柱/梁连接结构
公开(公告)号：JP2006291531A
公开(公告)日：2006-10-26
申请号：JP2005111919
申请日：2005-04-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , OGIWARA YUKIMASA , TSUKAMOTO KIYOSHI , FUKUMOTO TOSHIYUKI , OTSUKA KATSUMI , TAKI MASAYA , MIYASAKA TATSU , KUBOTA ATSUSHI , KOJIMA KAZUO , YAJIMA KAZUMI , FUNATSU YUJI , ASAKUSA YOSHIKAZU
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a column/beam connection structure capable of efficiently connecting both up and down columns and the beam-column in the same position. SOLUTION: The columns 1 and the column 2 arranged on up and down and the columns 1 and 2 are connected to the beams 3 and 3 arranged to the side sections. Vertical joints 4 and 5 and a horizontal joint 6 are respectively projected to the end sections of the columns 1 and 2. Connection plates 7 and 8 are respectively attached to both sides of the vertical joints 4 and 4 and vertical joints 5 and 5 of the columns 1 and 2. The vertical joints 4 and each connection plate 7 are clamped with a plurality of connection bolts 9, and the vertical joints 5 and each connection plate 8 are clamped with a plurality of connection bolts 10. The end sections of both up and down flanges 3a of the beams 3 are connected to the horizontal joint 6 with a connecting plate 11 and a plurality of connection bolts 13, and the end sections of webs 3b are connected to the vertical joints 4 with a connection plates 12 and a plurality of connection bolts 14. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够在相同位置有效地连接上下列和梁柱的柱/梁连接结构。解决方案：布置在上下的列1和列2以及列1和2与连接到侧部的梁3和3连接。垂直接头4和5以及水平接头6分别突出到列1和2的端部。连接板7和8分别安装在垂直接头4和4的两侧以及垂直接头4和5的垂直接头5和5 第1列和第2列。垂直接头4和每个连接板7用多个连接螺栓9夹紧，并且垂直接头5和每个连接板8用多个连接螺栓10夹紧。两个端部梁3的下凸缘3a与连接板11和多个连接螺栓13连接到水平接头6，并且腹板3b的端部通过连接板12和多个连接到垂直接头4 的连接螺栓14.版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006169826A Steel-concrete composite beam and its construction method 有权
标题翻译：钢 - 混凝土复合梁及其施工方法
公开(公告)号：JP2006169826A
公开(公告)日：2006-06-29
申请号：JP2004364151
申请日：2004-12-16
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , YOSHIGAI SHIGERU , SASAKI KATSUYASU , TAKI MASAYA
IPC分类号： E04B1/30 , E04B1/16 , E04C3/293 , E04G9/00
摘要： PROBLEM TO BE SOLVED: To provide a steel-concrete composite beam and its construction method attaining energy saving, cost reduction, and the like in various construction works such as steel work, form work, reinforcement work and temporary work.
SOLUTION: The steel-concrete composite beam is formed of a steel frame section 2 located at the lower end of a beam cross section, and a reinforced concrete section 3 located on the upper side of the steel frame section 2. The steel frame section 2 is formed of a steel plate 2 continuous in the axial direction of the beam, and a plurality of studs 2b projected into the reinforced concrete section 3 from the upper face of the steel plate 2a. In construction, the steel plate 2a with the studs is laid as a bottom form, and side forms 8, 8 are arranged on both sides to form a beam form constituted in U-shape cross section opened at the upper face. Upper end main reinforcements 3a, lower end main reinforcements 3b and shear reinforcing bars 3c are arranged in reinforcing cage shape of rectangular cross section in the beam form. Concrete is then placed, and the side forms 8, 8 are removed when the concrete is hardened.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供钢铁混凝土复合梁及其施工方法，如钢铁工作，工作，加固工作和临时工等各种施工工程中节能降耗等。钢结构复合梁由位于梁截面下端的钢框架部分2和位于钢框架部分2上侧的钢筋混凝土部分3形成。钢框架部分2由在梁的轴向方向上连续的钢板2和从钢板2a的上表面突出到钢筋混凝土部分3中的多个螺柱2b形成。在结构上，具有螺柱的钢板2a被放置成底部形状，并且在两侧上布置侧面形状8,8，以形成在上表面处开口的U形横截面形成的梁形。上端主加强件3a，下端主加强件3b和剪力钢筋3c以梁形式布置成矩形截面的加强笼形。然后放置混凝土，当混凝土硬化时，侧面8,8被去除。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2003313951A Beam-column joint structure of building having composite structure 审中-公开
标题翻译：具有复合结构的建筑物的梁柱结构
公开(公告)号：JP2003313951A
公开(公告)日：2003-11-06
申请号：JP2002126002
申请日：2002-04-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , TSUKAMOTO KIYOSHI , KAWAHARA SHINJI , KAWABATA NOBUHIRO , KUBOTA ATSUSHI , HONMA KANSUKE
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint structure of a building having a composite structure, which brings about labor savings in site work and a reduction in construction period by saving labor for site welding, and clarifies stress analysis for a joint so as to enable the rational design of the joint, by smoothing stress transfer between a column and a beam.
SOLUTION: The column 2 having a concrete filled tubular steel (CFT) structure are arranged on the upside and downside of a joint metal 1, respectively. A plurality of jointing reinforcements 3 are arranged between the joint metal 1 and the upper and lower columns 2 and 2 by being vertically passed through the joint metal 1. The joint metal 1 is formed of upper and lower diaphragms 1a and 1a which are installed by being horizontally passed through a joint A at a prescribed interval in a vertical direction, panel metals 1b which are installed between the diaphragms 1a and 1a, and joint plates 1c which are protrusively provided in respective side parts of the panel metals 1b. The inside of the panel metal 1b of the joint metal 1 and the insides of steel pipes 2a and 2a of the columns 2 and 2 are continuously filled with concrete 4. H-shaped steel beam are joined to side parts of the joint metal 1 as the beams 5 having a steel structure, respectively.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种具有复合结构的建筑物的梁柱接头结构，其通过节省现场焊接的劳动力而节省现场工作的劳动力并减少施工周期，并且对应力分析进行澄清通过平滑柱和梁之间的应力传递来实现关节的合理设计。解决方案：具有混凝土填充管状钢（CFT）结构的柱2分别布置在接头金属1的上侧和下侧。通过垂直通过接头金属1，在接头金属1和上下柱2和2之间布置有多个接合加强件3.接头金属1由上下隔膜1a和1a形成，该隔膜1a和1a由在垂直方向上以规定的间隔水平穿过接头A，安装在隔膜1a和1a之间的镶板金属1b和突出地设置在面板金属1b的各个侧部中的接合板1c。接头金属1的面板金属1b的内部和列2和2的钢管2a和2a的内部连续地填充混凝土4.H形钢梁与接头金属1的侧部接合为梁5分别具有钢结构。版权所有（C）2004，JPO

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