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11. 发明专利

JP2004019251A Centrifugal-cast concrete column member 有权
公开(公告)号：JP2004019251A
公开(公告)日：2004-01-22
申请号：JP2002175698
申请日：2002-06-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAITO HAJIME , YOSHIMATSU TOSHIYUKI , FUKUMOTO TOSHIYUKI , KUBOTA ATSUSHI , IKEDA KAZUNARI , SAKAGUCHI MASAYUKI , YAMAMOTO TAKAHIRO
IPC分类号： E04B1/30 , E04C3/36
摘要： PROBLEM TO BE SOLVED: To provide a centrifugal-cast concrete column member which has high strength at beam connecting portions while ensuring the strength of a concrete portion.
SOLUTION: The centrifugal-cast concrete column member 1 is formed of the cylindrical concrete portion 2 and a steel pipe 4 for connecting a beam member thereto, along the peripheral surface of the cylindrical concrete portion 2. The concrete column member 1 has inner plates 5 connected to the inner peripheral surface of the steel pipe 4 at locations corresponding to the connecting portion of the beam member 3. Each inner plate 5 is annularly formed and arranged concentrically with the steel pipe 4.
COPYRIGHT: (C)2004,JPO

12. 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

13. 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

14. 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

15. 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

16. 发明专利

JP2003027590A Structure for connection part between column and beam in building 审中-公开
标题翻译：结构在建筑物之间的柱和梁之间的连接部分
公开(公告)号：JP2003027590A
公开(公告)日：2003-01-29
申请号：JP2001213920
申请日：2001-07-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , FUKUMOTO TOSHIYUKI , TAKI MASAYA , OSHIMA MASAAKI , TSUKAMOTO KIYOSHI , INOMATA TORU , ITO HITOSHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide an economical connection part structure between a column and a beam in a building capable of connecting steel pipe column to the beam without cutting it for each floor, having an advantage of an external diaphragm structure as a reinforcement structure, reducing wasted cut parts especially by use of a finely divided steel plate serving as the external diaphragm, and greatly facilitating construction.
SOLUTION: In this connection part structure between the column and the beam in the building in which the steel beam is connected to the circumference side wall face of the steel pipe column via the external diaphragm, the external diaphragm is arranged between the adjacent beams from the outside, and the cutout part side is fixed to the steel pipe column, while the side edge part side is arranged opposedly to the flange of the beam with the side edge part of the external diaphragm and fixed by means of a splice plate and a high- tension bolt. In this way, the steel pipe column and the beam are connected together.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了在能够将钢管柱连接到梁的建筑物中的塔和梁之间提供经济的连接部分结构，而不对每个地板进行切割，具有外部隔膜结构作为加强结构的优点，减少浪费的切割部件，特别是通过使用用作外部隔膜的细分的钢板，并且极大地方便了结构。解决方案：在这种连接梁和梁之间的部分结构中，钢梁通过外部隔膜连接到钢管柱的圆周侧壁面，外部隔膜布置在相邻梁之间，外侧，切口部侧固定在钢管柱上，而侧边缘部侧与外部隔膜的侧边缘部分相对地设置在梁的凸缘上，并通过接合板和高度固定 - 张力螺栓这样，钢管柱和梁连接在一起。

17. 发明专利

JP2011063931A Opening reinforcing construction method of steel beam through-hole 审中-公开
标题翻译：开放钢筋穿孔加固施工方法
公开(公告)号：JP2011063931A
公开(公告)日：2011-03-31
申请号：JP2009212735
申请日：2009-09-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAKA NAOKI , FUKUMOTO TOSHIYUKI , SAWAMOTO YOSHIKAZU , OKAYASU TAKASHI , KUBOTA ATSUSHI , KIYOKAWA TAKAYO , YOSHIGAI SHIGERU
IPC分类号： E04C3/08 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide an opening reinforcing construction method of a through-hole to be formed in a steel beam of a steel structure building to reinforce an opening of the through-hole in the steel beam by utilizing the removed steel plate being left when drilling the through-hole and being merely disposed and not utilized in the conventional method.
SOLUTION: In this construction method, the removed steel plate 3 left after drilling the through-hole is used as a reinforcing steel plate for supplementing a cross sectional defect around the through-hole 2 formed in the steel beam 1 and is attached around the opening of the through-hole 2 to reinforce it, thereby dispensing with a material required for manufacturing the reinforcing steel plate from another steel plate and the work and cost required for the reinforcement. By using the removed steel plate 3 being usually disposed, amount of waste material can be reduced, affecting the environment greatly. The removed steel plate 3 is divided into a plurality of sections, which are attached to the upper, lower, right, and left sections or the like around the through hole 2 to prevent yield strength of the steel beam 1 from being reduced by supplementing the cross sectional defect and maintain the yield strength necessary for the steel beam 1 without requiring extra material and cost.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种在钢结构建筑物的钢梁中形成的通孔的开口加强施工方法，以通过利用去除的钢来加强钢梁中的通孔的开口在钻孔时留下的板是仅在现有方法中设置和不使用的。解决方案：在该施工方法中，在钻孔后留下的移除钢板3用作用于补充形成在钢梁1中的通孔2周围的横截面缺陷的加强钢板，并附接围绕通孔2的开口加强，从而从另一个钢板中分配制造加强钢板所需的材料以及加强所需的工作和成本。通过使用通常设置的去除钢板3，可以减少废料量，极大地影响环境。移除的钢板3被分成多个部分，其围绕通孔2附接到上部，下部，右部和左部等，以防止钢梁1的屈服强度减小，横截面缺陷并保持钢梁1所需的屈服强度，而不需要额外的材料和成本。版权所有（C）2011，JPO＆INPIT

18. 发明专利

JP2008101419A Connection between steel pipe column and flat slab 有权
标题翻译：钢管和平板之间的连接
公开(公告)号：JP2008101419A
公开(公告)日：2008-05-01
申请号：JP2006285869
申请日：2006-10-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUMOTO TOSHIYUKI , TANAKA SHUNPEI , TANAKA NAOKI , KUBOTA ATSUSHI , SAWAMOTO YOSHIKAZU , TAKEI KOJIRO , OGIWARA YUKIMASA , FUJIMURA HIROSHI , YOSHIGAI SHIGERU , TAKI MASAYA , TSUKAMOTO KIYOSHI
IPC分类号： E04B1/30 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a connection between a steel pipe column and a flat slab, which is constructed by penetrating the steel pipe column into the flat slab having an almost even thickness over the entire area, wherein the amount of steel products necessary for reinforcing an area around the steel pipe column can be reduced, to thereby enhance pipe arrangement efficiency around the steel pipe column.
SOLUTION: According to the structure of the connection, shear reinforcements 2 are projected from a peripheral surface of the steel pipe column 1 in parallel with slab reinforcements 4 in the range of the thickness of the flat slab 3 to be connected to the steel pipe column 1, and then anchored into the flat slab 3. If necessary, strengthening reinforcements 5 each having an upper edge reinforcement 51 and a lower edge reinforcement 52 are arranged in the flat slab 3 around the steel pipe column 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管柱和平板坯之间的连接，其通过将钢管柱贯穿整个区域具有几乎均匀的厚度的平板坯而构成，其中钢的量可以减少对钢管柱附近的区域进行加固的产品，从而提高钢管柱周围的配管效率。解决方案：根据连接结构，剪切加强件2从钢管柱1的圆周表面平行于板坯加强件4在平板3的厚度范围内突出以连接到钢管柱1，然后固定在平板坯3中。如果需要，在钢管柱1周围的平板坯3中设置有具有上边缘加强件51和下边缘加强件52的加强筋5。版权所有（C）2008，JPO＆INPIT

19. 发明专利

JP2006063564A Column-beam joining part structure of steel frame structure 有权
标题翻译：钢框架结构的柱梁加工部分结构
公开(公告)号：JP2006063564A
公开(公告)日：2006-03-09
申请号：JP2004245049
申请日：2004-08-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , OTSUKA KATSUMI , TAKI MASAYA , MIYASAKA TATSU , KUBOTA ATSUSHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joining part structure of a steel frame structure, for enhancing efficiency of a joint, by providing bolt arrangement for uniformly sharing stress between a column and a beam by respective joining bolts.
SOLUTION: The beam 2 composed of H shape steel is joined to the column 1 composed of a square steel pipe via a plurality of joining hardware 3. The joining hardware 3 projects a tee flange 3a on a flange 1a of the column 1 in a side surface part of the column 1 by a plurality of high strength bolts 4
1 and 4
2 . The beam 2 respectively welds and joins an end part of upper and lower flanges 2a and 2a to a tee web 3b of the joining hardware 3. The high strength bolts 4
1 and 4
2 are arranged in two stages in the direction perpendicular to the axis of the respective columns 1 on the upper side and the lower side of the tee web 3b. The respective high strength bolts 4
1 and 4
2 of a first stage and a second stage are arranged in a position becoming h
1 2 , and s
1 > s
2 when a distance from the tee web 3b of the joining hardware 3 is respectively set to h
1 and h
2 , and a distance from a web 1b of the column 1 is respectively set to s
1 and s
2 .
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于提高接头效率的钢框架结构的柱梁接合部分结构，通过提供用于通过相应的接合螺栓使塔和梁之间的应力均匀分布的螺栓布置。解决方案：由H型钢构成的梁2通过多个接合五金件3与由正方形钢管构成的柱1接合。接合五金件3将三通法兰3a突出在列1的凸缘1a上在多个高强度螺栓4＆lt; SB＆gt;和＆lt; SB＆gt; 2＆gt;之间的塔1的侧面部分中。梁2分别焊接并将上凸缘2a和下凸缘2a的端部连接到连接硬件3的三通网3b上。高强度螺栓4＆lt; SB＆gt;和＆lt; 2＆gt; 2＆ SB>在发条网3b的上侧和下侧沿垂直于相应列1的轴线的方向分成两级。第一阶段和第二阶段的相应的高强度螺栓4＆lt; SB＆gt; 1＆gt;和＆lt; SB＆gt; 2＆lt; / SB＆gt;被排列成h <1> 1时，SB> 2 和s 1 > s 2 和h 2 ，并且与柱1的纤维网1b的距离分别设定为s 1 和s 2 。版权所有（C）2006，JPO＆NCIPI

20. 发明专利

JP2005232851A PCa BOARD FOR FLOOR, HYBRID FLOOR STRUCTURE AND CONSTRUCTION METHOD FOR BUILDING 审中-公开
标题翻译：地板板，混合地板结构和建筑施工方法
公开(公告)号：JP2005232851A
公开(公告)日：2005-09-02
申请号：JP2004044468
申请日：2004-02-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , ASAOKA SHIGERU , YAJIMA KAZUMI , YOSHIGAI SHIGERU , MIZUTANI AKIRA , ISHII TAKESHI , TSURUYA IWAO , KAMIOKA OSAMU , OWADA ATSUSHI , SASAKI KATSUYASU , OKAYASU TAKASHI
IPC分类号： E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a PCa board for a floor capable of lightening a floor slab, improving the rigidity of the floor slab, shortening the term of works and reducing a cost or the like, a hybrid floor structure and a construction method for the hybrid floor structure.
SOLUTION: A plurality of the PCa boards 2 for the floor are stretched among a plurality of steel-framed beams 1 and 1 arranged at every regular interval in the axial direction of the steel-framed beams 1. A plurality of steel plates 3 for the floor are stretched among the PCa boards 2 and 2 for the floor mutually adjacently in the axial rectangular direction of the steel-framed beams 1. A plurality of reinforcing bars 4 and anchorage bars 7 are arranged on the steel plates 3 for the floor, and concrete 5 is placed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够减轻楼板的地板的PCa板，提高楼板的刚性，缩短工程期限并降低成本等，混合地板结构和混合地板结构施工方法。解决方案：多个用于地板的PCa板2在钢框架梁1的轴向上以规则间隔布置的多个钢框架梁1和1之间被拉伸。多个钢板 3在钢框梁1的轴向矩形方向上相互相邻的PCa板2和2之间被拉伸。多个钢筋4和锚杆7布置在钢板3上，用于地板和混凝土5。版权所有（C）2005，JPO＆NCIPI

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