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1. 发明专利

JP2012233369A Manufacturing method for fire-resistant laminated wood 有权
标题翻译：防火层压木材的制造方法
公开(公告)号：JP2012233369A
公开(公告)日：2012-11-29
申请号：JP2011104062
申请日：2011-05-09
申请人： Kajima Corp , 鹿島建設株式会社 , Te Consulting:Kk , 有限会社ティー・イー・コンサルティング
发明人： OGAWA HIROSHI , TANAKA HIROKI , NISHIMURA KOTA , KONDO KOJI , MIYAMOTO KEIICHI , KAKAE NORICHIKA , MIYABAYASHI MASAYUKI
IPC分类号： E04B1/94
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method for a fire-resistant laminated wood which enables a flame retardant treatment laminated wood to be manufactured separately from a structural laminated wood, can reduce cost and enhance cross-sectional performance, and can easily replace the flame retardant treatment laminated wood after a fire.SOLUTION: Both end parts of a lamina are masked and a flame-retardant chemical is injected thereto so that a flame retardant treatment is performed by leaving the masked portions as flame retardant treatment unprocessed parts. The laminas 1 to which the flame retardant treatment is performed are laminated and a flame retardant treatment laminated wood is manufactured. The manufactured flame retardant treatment laminated wood is divided by leaving the flame retardant treatment unprocessed parts. The divided flame retardant treatment laminated wood is adhered on a peripheral surface of a structural laminated wood by locating the flame retardant treatment unprocessed parts outside so as to surround the structural laminated wood.
摘要翻译：要解决的问题：为了提供一种耐火层压木材的制造方法，其能够使阻燃处理层压木材与结构层压木材分开制造，可以降低成本并增强横截面性能，并且可以火灾后容易更换阻燃处理层压木材。解决方案：将薄片的两个端部都被遮蔽，并向其中注入阻燃化学品，从而通过将掩模部分作为阻燃处理的未加工部件进行阻燃处理。进行阻燃处理的层叠体1层叠，制造阻燃处理层压木材。制造的阻燃剂处理层压木材通过留下阻燃剂处理未分配的部分。将分散的阻燃处理层压木材通过将阻燃剂处理未加工部件定位在外部以包围结构层压木材的方式粘附在结构层压木材的圆周表面上。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2013092007A Building 有权
标题翻译：建造
公开(公告)号：JP2013092007A
公开(公告)日：2013-05-16
申请号：JP2011235808
申请日：2011-10-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OGAWA HIROSHI , TANAKA HIROKI , NISHIMURA KOTA , KONDO KOJI , MIYAMOTO KEIICHI , KAKAE NORICHIKA , MORI TORU , HIRUMA MOTOAKI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a building for creating a woody space, expanding the use of lumber, promoting the activation of forestry, and contributing to the reduction of COby using a wooden column for a building made of reinforced concrete for slab support, in which a simple and convenient junction is employed, the junction is not connected with a complicated beam and construction is easily performed by providing a flat slab to eliminate any beam type and using the wooden column only for a column which supports the flat slab.SOLUTION: The floor of a building made of a reinforced concrete is composed of a flat slab 6 made of reinforced concrete, and the load of the flat slab 6 is supported by a wooden column 7.
摘要翻译：要解决的问题：提供一个建立木质空间的建筑，扩大木材的使用，促进林业的启动，并有助于减少CO 2 通过使用用于板式支撑钢筋混凝土制成的建筑物的木柱，其中采用简单方便的接合处，该接合处不与复杂的梁连接，并且通过提供平板来容易地实施结构以消除任何梁型并将木柱仅用于支撑平板的柱。
解决方案：由钢筋混凝土制成的建筑物的地板由钢筋混凝土制成的平板6组成，扁平板6的载荷由木柱7支撑。版权所有（C））2013，JPO＆INPIT

3. 发明专利

JP2013011063A Wooden fire-resistant coating material 审中-公开
标题翻译：木材防火涂料
公开(公告)号：JP2013011063A
公开(公告)日：2013-01-17
申请号：JP2011142681
申请日：2011-06-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OGAWA HIROSHI , TANAKA HIROKI , NISHIMURA KOTA , KONDO KOJI , MIYAMOTO KEIICHI , KAKAE NORICHIKA
IPC分类号： E04B1/94
摘要： PROBLEM TO BE SOLVED: To achieve shortening of a construction time and reduction in cost since fire-resistant coating of a steel structure with a fire-resistant coating material made of a wooden member (laminated wood) is achieved and a building can be easily made fire-resistant and woody at the same time without any waste, and to contribute to reduction in COby making uses in new fields by using lumber as the fire-resistant coating material, and thereby widening utilization ranges of forest resources and activating forestry.SOLUTION: A wooden member 8 which is made of laminated wood and secures a coating thickness corresponding to a heating time is used for fire-resistant coating of a steel frame member as a structural material such as a column, a beam, etc.
摘要翻译：要解决的问题：为了实现缩短施工时间和降低成本，因为具有由木制构件（层压木材）制成的耐火涂料的钢结构的耐火涂层被实现，并且建筑物可以可以轻松地制成耐火木材，同时没有任何浪费，并通过使用木材作为耐火材料，在新领域中使用，有助于减少CO 2 涂料，从而扩大森林资源利用范围，激活林业。解决方案：使用由层压木制成的木制构件8，并且确保与加热时间相对应的涂层厚度作为诸如柱，梁等的结构材料的钢框架构件的耐火涂层。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2010084471A Suspension structure type frame 有权
标题翻译：悬架结构型框架
公开(公告)号：JP2010084471A
公开(公告)日：2010-04-15
申请号：JP2008256612
申请日：2008-10-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OGAWA HIROSHI , TANAKA HIROKI , YAMAGUCHI KEISUKE , NANBA KENTA
IPC分类号： E04B1/18
摘要： PROBLEM TO BE SOLVED: To eliminate, in use of a brace erected on an optional layer within a frame as a suspension member for supporting an intermediate layer, the difference in rigidity between the layer with the brace erected thereon and a layer free from the brace to avoid damage in the layers by interlayer deformation resulting from the difference in rigidity.
SOLUTION: In a frame having a plurality of layers composed of columns 1 and beams 2, the brace 3 is erected between beams 2 of a certain layer and the lower or upper layer thereof, an intermediate column 4 is erected at least between the beams 2 and 2 of the layers with the brace 3 erected therebetween, and the beam-side end part of the brace 3 is connected to the beam 2 so as to be relatively movable in the length direction of the beam 2. Concretely, the brace 3 is connected to the beam 2 while supporting the beam 2 to be relatively movable in its length direction to the beam 2 to cause the brace 3 to bear at least a part of a vertical load on the beam 2.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了消除在框架内竖立在作为用于支撑中间层的悬挂构件的框架上的支架上的支架，在其上竖起的支架的层与无层之间的刚性差异从支架避免由于刚性差异导致的层间变形在层中的损坏。解决方案：在具有由列1和梁2组成的多个层的框架中，支架3竖立在某一层的梁2和其下层或上层之间，中间柱4至少竖立在具有支架3的梁的梁2和2竖立在其间，并且支架3的梁侧端部连接到梁2，以便在梁2的长度方向上相对移动。具体地，支架3连接到梁2，同时支撑梁2在其长度方向上相对于梁2相对移动，以使支架3承受梁2上的至少一部分垂直载荷。版权所有：（C）2010，JPO＆INPIT

5. 发明专利

JP2005307543A Vibration control structure 有权
标题翻译：振动控制结构
公开(公告)号：JP2005307543A
公开(公告)日：2005-11-04
申请号：JP2004125250
申请日：2004-04-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , OGAWA HIROSHI , YAMADA SHUNICHI , ORUI SATORU , MATSUBARA YASUYUKI
IPC分类号： E06B3/70 , E06B5/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure, reducing the quantity of absorbing horizontal displacement (earthquake energy) required per one face material and ensuring a vibration control function as the whole sash fittings in the case of giving a vibration control performance to the sash fittings such as an exterior sash formed by mounting a face material such as a glass sheet in a sash frame.
SOLUTION: In the sash fittings 1 formed by mounting the face material 3 such as glass pane in the sash frame 2, the face material 3 is formed of a set of two or more split bodies made by splitting the face material 3 at least in the lateral direction, a visco-elastic body 5 is interposed between the split bodies 4 to form a layered product, and the respective split bodies 4 are mounted in the sash frame 2 to be horizontally moved independently through the visco-elastic body 5.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供振动控制结构，减少每面材料所需的吸收水平位移（地震能量）的量，并且在给予振动控制的情况下确保作为整个窗框配件的振动控制功能对窗扇配件的性能，例如通过将诸如玻璃板的表面材料安装在窗框中形成的外部窗框。解决方案：在通过将诸如玻璃板的面材3安装在窗框2中形成的窗框配件1中，面材3由一组两个或更多个分开体形成，所述两个或更多个分体由将面材3分开在至少在横向方向上，在分裂体4之间插入粘弹性体5以形成层叠体，并且各个分体4安装在窗框2中以通过粘弹性体5独立地水平移动（C）2006年，JPO＆NCIPI

6. 发明专利

JP2003301612A Earthquake resistant reinforcing structure of wall with fire head-shaped opening 有权
标题翻译：防火墙形成的墙体抗震强化结构
公开(公告)号：JP2003301612A
公开(公告)日：2003-10-24
申请号：JP2002107878
申请日：2002-04-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OGAWA HIROSHI , FUJIMURA HIROSHI , MORI YASUKATSU , TANAKA HIROKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant reinforcing structure of a wall having a pedal-shaped opening which enables very effectively earthquake resistant reinforcement without impairing the external appearance of a Japanese traditional building. SOLUTION: A window frame body 5 formed in a pedal-shape is attached into a framework 4. A reinforced frame body 6 formed in a substantially arcuate shape is fitted to the periphery of the window frame body 5 and its upper end and lower end are respectively fixed to the framework 4. The reinforced frame body 6 is formed in a substantially arcuate shape with columnar members 6a, 6a erected at both sides of the window frame body 5 and diagonals 6b, 6b installed between the upper ends of the columnar members 6a, 6a. Arms 6c, 6c are respectively projected at both sides of the reinforced frame body 6 and these front ends are fixed to the framework 4. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供具有踏板形开口的壁的抗震加强结构，其能够非常有效地抗震加固而不损害日本传统建筑物的外观。解决方案：形成为踏板形状的窗框体5被安装在框架4中。形成为大致弓形形状的加强框体6装配在窗框体5的周边及其上端下端分别固定在框架4上。加强框架体6形成为大致弓形，其中在窗框体5的两侧竖立有柱形构件6a，6a，安装在窗框体的上端之间的对角线6b，6b 柱状构件6a，6a。臂6c，6c分别突出在加强框架体6的两侧，这些前端固定在框架4上。版权所有（C）2004，JPO

7. 发明专利

JP2011102500A Trussed string beam 有权
标题翻译： TRUSSED STRING BEAM
公开(公告)号：JP2011102500A
公开(公告)日：2011-05-26
申请号：JP2009258066
申请日：2009-11-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OGAWA HIROSHI , UENO MASAO , ONODERA TSUTOMU , ANDO MASAHIDE
IPC分类号： E04B1/19
摘要： PROBLEM TO BE SOLVED: To reduce bending moment caused by bearing a vertical load to reduce the cross sections and mass of both chord members while improving the bending rigidity of a trussed string beam including upper chord members, a lower chord member and strut members laid between both chord members, as basic components. SOLUTION: The trussed string beam 1 includes two upper chord members 2, 2 parallel in the width direction; one lower chord member 3 facing both upper chord members 2, 2; and a plurality of strut members 4 laid between the two upper chord members 2, 2 and the lower chord member 3 at spaces in the length direction of the upper chord members 2, 2 and lower chord member 3 to constitute a space truss. Tie members 5 are laid between the two upper chord members 2, and the length direction end of the lower chord member 3 is directly or indirectly connected to the length direction ends of the upper chord members 2, 2 to complete the trussed string beam 1 as a beam. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了减少由垂直载荷引起的弯矩，以减小两个弦构件的横截面和质量，同时提高包括上弦构件，下弦构件和支柱的桁架梁梁的弯曲刚度两个和弦成员之间的成员，作为基本组成部分。桁架梁1包括沿宽度方向平行的两个上弦杆构件2,2; 一个下弦构件3面对两个上弦构件2,2，以及在上弦杆构件2,2和下弦构件3的长度方向上的空间处设置在两个上弦构件2,2和下弦构件3之间的多个支柱构件4，以构成空间桁架。领带构件5放置在两个上弦构件2之间，并且下弦构件3的长度方向端直接或间接地连接到上弦构件2,2的长度方向端，以完成桁架弦梁1作为一束。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JPH11172872A EXECUTION METHOD OF OUTRIGGER INDEPENDENT STAIR 失效
公开(公告)号：JPH11172872A
公开(公告)日：1999-06-29
申请号：JP33923697
申请日：1997-12-10
申请人： KAJIMA CORP
发明人： NAKACHI HIROSHI , HIRAFUKI HAMAO , IMAI KOZO , WAKAMATSU HISAO , KURITA TAKAHISA , OGAWA HIROSHI , YAMAGUCHI KEISUKE , KUNO NORIMITSU
IPC分类号： E04F11/02
摘要： PROBLEM TO BE SOLVED: To eliminate the need for the temporary fixing of a step board, to fix an independent stair in single operation and improve workability and to attain reliability even in strength when the outrigger independent stair is installed on the outer of the wall body of a building. SOLUTION: Sleeves 4 for joining are buried into a step board 1 consisting of a precast concrete board as connecting members, a joint bar 14 for connection is projected in a stepped shape from the wall body 12 of a building frame, and the joint bar 14 is inserted into the sleeves 4 for joining and the side section of the step board 1 is mounted on the wall body 12. The insides of the sleeves 4 for joining are filled with fillers 30 such as mortar, and fixed onto the wall body 12.

9. 发明专利

JPH06272393A ALL WEATHER TYPE TEMPRARY STRUCTURE 失效
公开(公告)号：JPH06272393A
公开(公告)日：1994-09-27
申请号：JP6525993
申请日：1993-03-24
申请人： KAJIMA CORP
发明人： OGAWA HIROSHI , TOMITA AKIO , OGIWARA YUKIMASA
IPC分类号： E04G21/28 , E04G21/16
摘要： PURPOSE:To secure the safety when opening and closing a roof and allow the roof to rise more efficiently at the same time in case when a whole building is covered. CONSTITUTION:This temporary structure comprises scaffoldings 2 and 3 which envelop the whole site of a building and, which are assembled in two directions as opposed and a roof 4, which is opened and closed along the longitudinal direction of a rail installed to the top of the scaffoldings 2 which are opposed to each other in the shorter side direction. The structural frame 41 of the roof 4 is designed on a space truss, which makes it possible to secure stability when opening and closing the roof. In addition, vertical carriers 5, which rise as faced, are installed at the middle point of the scaffoldings 2, which are opposed in the shorter side direction.

10. 发明专利

JPH06185115A COLUMN-BEAM JOINT PART STRUCTURE IN LAMINATED LUMBER STRUCTURE AND COLUMNBEAM FRAME 失效
公开(公告)号：JPH06185115A
公开(公告)日：1994-07-05
申请号：JP33440592
申请日：1992-12-15
申请人： KAJIMA CORP
发明人： HARI SHIGERU , OGAWA HIROSHI , OZAKI MASARU , TSUBOTA CHIYOUJI
IPC分类号： E04B1/26
摘要： PURPOSE:To fabricate a pure rhamen frame by perpendicularly crossing and assembling end members formed by cutting off the end parts of a laminated lumber column located at their joint parts to a laminated lumber beam and making the end parts to piece the column, by being sandwiched between an upper and a lower columns and by joining them onto the column with the bolts. CONSTITUTION:The end of each laminated lumber beams 1 located at its joint part to a laminated lumber column 3 is cut off to form each end member 2. Then, the end members 2 are made to cross each other at right angles and assembled so that its plane shape is made in a cross shape. Then, each end member 2 is dropped onto the notch of the lower side laminated lumber column 3 and the upper side laminated column 3 is dropped at the same time, and bolts 4 erected on the laminated lumber column 3 are made to pierce the end members 2 and the laminated lumber column 3. Then the bolts 4 are tightened by nuts 5, and the end members 2 are rigidly joined on the upper and lower laminated lumber column 3.

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