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1. 发明专利

JP2011047206A Nodal structure of latticed shell structure, and method for constructing the same 有权
标题翻译：细长结构的结构及其构造方法
公开(公告)号：JP2011047206A
公开(公告)日：2011-03-10
申请号：JP2009197044
申请日：2009-08-27
申请人： Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社
发明人： HAYASHI KENICHI , HIGUCHI KOHEI , TAKEUCHI TORU
IPC分类号： E04B1/32
摘要： PROBLEM TO BE SOLVED: To provide a nodal structure of a latticed shell structure, which enables the construction of the latticed shell structure with a curved shape, while easily and accurately joining a beam material and a joint member together; and to provide a method for constructing the nodal structure.
SOLUTION: This nodal structure of the latticed shell structure includes: the joint member 102 which comprises a spherical contact surface 108, and first and second bolt holes 104 and 106 having axes parallel to each other and provided through a contact surface in such a manner that an internal space and the outside are connected together, so that an intermediate line away from the parallel axes at an equal distance can pass through a center point; the beam materials 10 and 112 which comprise a first surface 118 brought into contact with a contact surface of the joint member and bolt-joined thereto, and third and fourth bolt holes 114 and 116 corresponding to the first and second bolt holes; and first and second bolts 122 and 124 for bolt-joining the joint member and the beam material together. The axial directions of the first and second bolt holes are determined on the basis of an installation angle of the beam material.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供格子壳结构的节点结构，其能够构造具有弯曲形状的格子壳结构，同时容易且精确地将梁材料和接头构件接合在一起; 并提供构造节点结构的方法。解决方案：格子壳结构的这种节点结构包括：接头构件102，其包括球形接触表面108，以及第一和第二螺栓孔104和106，第一和第二螺栓孔104和106具有彼此平行的轴线，并且通过接触表面内部空间和外部连接在一起的方式使得远离平行轴的中间线以相等的距离通过中心点; 包括与接头构件的接触表面接触并与其接合的第一表面118的梁材料10和112以及对应于第一和第二螺栓孔的第三和第四螺栓孔114和116; 以及用于将接合构件和梁材料螺栓连接在一起的第一和第二螺栓122和124。第一和第二螺栓孔的轴向方向基于梁材料的安装角度来确定。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2009109184A Underground temperature stratified heat accumulating water tank 有权
标题翻译：地下温度分布式热交换水箱
公开(公告)号：JP2009109184A
公开(公告)日：2009-05-21
申请号：JP2008299942
申请日：2008-11-25
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： NAKAMURA YASUSHI , TAKEUCHI TORU
IPC分类号： F24F5/00 , E02D7/22 , E04B1/74 , E21B7/20
CPC分类号： F28D20/0039 , F24J2003/088 , F28D20/0043 , Y02B10/40 , Y02E60/142
摘要： PROBLEM TO BE SOLVED: To provide an underground temperature stratified heat accumulating water tank with inexpensive manufacturing cost and high heat accumulating property. SOLUTION: A rotary pressure insertion steel pipe pile is rotary pressure inserted and buried in the ground as a base pile supporting a building. A bottom cover is installed at the tip or the middle of the rotary pressure insertion steel pipe pile to seal the pile for storing water. Water filling piping and intake piping are installed inside the rotary pressure insertion steel pipe pile. A protruding object is mounted on an inner face a bottom cover mounting part of the rotary pressure insertion steel pipe pile or a steel pipe-made water tank in advance. A disc-like drop cover is placed to internally contact the steel pipe pile or the steel pipe-made water tank after burying and mounting the steel pipe pile or the steel pipe-made water tank. The periphery of the drop cover is fixed and the bottom cover is formed. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种廉价的制造成本和高蓄热性能的地下温度分层蓄热水箱。
解决方案：旋转压力插入钢管桩是旋转压力插入和埋在地下作为支撑建筑物的基础桩。底盖安装在旋转压力插入钢管桩的顶端或中间，以密封桩用于储存水。灌装管道和进气管道安装在旋转压力插入钢管桩内。突出物体预先安装在旋转压力插入钢管桩或钢管制水箱的底盖安装部的内表面上。在钢管桩或钢管水箱埋设安装后，放置一个圆盘状的落地盖，内部与钢管桩或钢管水箱接触。液滴盖的周边是固定的，底盖形成。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2009103442A Underground temperature stratified heat storage water tank 有权
标题翻译：地下温度分层储热水箱
公开(公告)号：JP2009103442A
公开(公告)日：2009-05-14
申请号：JP2008299944
申请日：2008-11-25
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： NAKAMURA YASUSHI , TAKEUCHI TORU
IPC分类号： F24J3/08 , E02D5/56 , E02D31/06 , F24F5/00 , F28D20/00
CPC分类号： F28D20/0039 , F24J2003/088 , F28D20/0043 , Y02B10/40 , Y02E60/142
摘要： PROBLEM TO BE SOLVED: To provide an underground temperature stratified heat storage water tank of low manufacturing costs and high heat storage performance. SOLUTION: In this underground temperature stratified heat storage water tank constituted by joining a plurality of steel pipe piles or steel pipe water tanks, a vaned steel pipe pile or a vaned steel pipe water tank at a tip portion includes an inner pipe having a diameter smaller than an inner diameter of the vaned steel pipe pile or the vaned steel pipe water tank, and closed at its tip. The vaned steel pipe pile or the vaned steel pipe water tank is rotated and press-fitted to a prescribed position, then the inner pipe is extended by a joint, and the vaned steel pipe pile or the vaned steel pipe water tank and a relayed steel pipe are connected to ensure a water depth of the heat storage water tank. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供低制造成本和高蓄热性能的地下温室分层储热水箱。解决方案：在通过连接多个钢管桩或钢管水箱构成的地下温度分层蓄热水箱中，在顶端部分的一个钢管桩或一个钢水管水箱包括一个内管，直径小于钢管钢管或钒钢管水箱的内径，并在其末端封闭。将所述钢管或所述钢管水箱旋转并压配合到规定位置，然后将所述内管通过接头延伸，所述钢管或所述钢管水箱及中继钢连接管道以确保蓄热水箱的水深。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2011047204A Nodal structure of latticed shell structure, and method for constructing the same 有权
标题翻译：细长结构的结构及其构造方法
公开(公告)号：JP2011047204A
公开(公告)日：2011-03-10
申请号：JP2009197039
申请日：2009-08-27
申请人： Agc Glass Kenzai Co Ltd , Agc硝子建材株式会社 , Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社
发明人： HAYASHI KENICHI , HIGUCHI KOHEI , UESAWA SATOSHI , TAKEUCHI TORU
IPC分类号： E04B1/32
摘要： PROBLEM TO BE SOLVED: To provide a nodal structure of a latticed shell structure, which enables the construction of the latticed shell structure with a curved shape, while easily and accurately joining a beam material and a joint member together; and to provide a method for constructing the nodal structure.
SOLUTION: Characteristically, this nodal structure of the latticed shell structure includes: the plurality of beam materials 10; the joint member 102 which has a tubular shape, and which has a contact surface 108 on a tubular outer surface formed away from the center axis of the tubular shape by a predetermined distance; and an end member 112 which comprises a first surface 118 brought into contact with the contact surface of the joint member and bolt-joined to the joint member and a second surface 113 welded to the beam material, and which is formed in such a shape as to uniquely specify the angle of the second surface with respect to the central axis of the joint member when the first surface is bolt-joined to the contact surface of the joint member. The beam material has a shape of an end worked on the basis of the angle of the second surface of the end member specified when it is bolt-joined to the contact surface of the joint member, and the installation angle of the beam material with respect to the central axis, and has an end surface 11 which is welded to the second surface.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供格子壳结构的节点结构，其能够构造具有弯曲形状的格子壳结构，同时容易且精确地将梁材料和接头构件接合在一起; 并提供构造节点结构的方法。解决方案：特征在于，格子壳结构的这种节点结构包括：多个梁材料10; 该联接构件102具有管状形状，并且在管状外表面上具有远离管状中心轴线形成预定距离的接触表面108; 以及端部构件112，其包括与接头构件的接触表面接触并螺栓连接到接头构件的第一表面118和焊接到梁材料的第二表面113，并且形成为如当第一表面螺栓连接到接头构件的接触表面时，唯一地指定第二表面相对于接头构件的中心轴线的角度。梁材料的端部加工形状基于在与接头构件的接触面螺栓连接时规定的端部构件的第二表面的角度以及梁材料的安装角度并且具有焊接到第二表面的端面11。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2011047207A Nodal structure of latticed shell structure 有权
标题翻译：细长结构的NODAL结构
公开(公告)号：JP2011047207A
公开(公告)日：2011-03-10
申请号：JP2009197049
申请日：2009-08-27
申请人： Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社
发明人： HAYASHI KENICHI , TAKEUCHI TORU
IPC分类号： E04B1/32 , E04B1/19 , E04B7/10 , E04C3/02
摘要： PROBLEM TO BE SOLVED: To provide a nodal structure of a latticed shell structure, which enables a brace material to be simply fixed without causing eccentricity by a force exerted by the brace material.
SOLUTION: Characteristically, this nodal structure of the latticed shell structure includes: a first joint member 102 with a first tubular contact surface 108; a second joint member 103 which has a second tubular contact surface 109 and which is provided adjacently to the first joint member so that axial directions of them can be identical with each other; a beam material 10 which is brought into contact with a first contact surface of the first joint member and a second contact surface of the second joint member, and bolt-joined to the first and second joint members; and the brace material 20 which is fixed between the first and second joint members.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供格子壳结构的节点结构，其使支撑材料能够简单地固定，而不会由于支撑材料施加的力而引起偏心。解决方案：特征在于，格子壳结构的这种节点结构包括：具有第一管状接触表面108的第一接合构件102; 第二接头构件103，其具有第二管状接触表面109，并且与第一接头构件相邻地设置，使得它们的轴向彼此相同; 与第一接头构件的第一接触面接触的梁材料10和第二接头构件的第二接触面，并且螺栓接合到第一接头构件和第二接头构件; 以及固定在第一和第二接合构件之间的支撑材料20。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2009103441A Underground temperature stratified heat storage water tank 有权
标题翻译：地下温度分层储热水箱
公开(公告)号：JP2009103441A
公开(公告)日：2009-05-14
申请号：JP2008299943
申请日：2008-11-25
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： NAKAMURA YASUSHI , TAKEUCHI TORU
IPC分类号： F24J3/08 , E02D5/56 , E02D7/22 , E21B7/20
CPC分类号： F28D20/0039 , F24J2003/088 , F28D20/0043 , Y02B10/40 , Y02E60/142
摘要： PROBLEM TO BE SOLVED: To provide an underground temperature stratified heat storage water tank of low manufacturing costs and high heat storage performance. SOLUTION: A rotary press-fit steel pipe pile as a foundation pile supporting a building is rotated and press-fitted into the ground to be buried, a bottom cover is disposed on a tip or on the way of the rotary press-fit steel pipe pile to tightly close it so that the water can be stored, a water injection pipe/a water intake pipe are disposed inside of the rotary press-fitted steel pipe pile, an opening end hole having a diameter smaller than an inner diameter of the steel pipe pile or a steel pipe water tank is formed on a central portion of a rotary blade, a steel pipe pile or a steel pipe water tank provided with a projection in advance is rotated and press-fitted to be buried at a bottom cover forming position of an inner periphery, and the bottom cover is formed by a temporal curable material filled in the bottom cover forming position in the steel pipe after burying and installing the steel pipe pile or the steel pipe water tank, and earth and sand production intruding through the opening end hole. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供低制造成本和高蓄热性能的地下温室分层储热水箱。解决方案：作为支撑建筑物的基础桩的旋转压配钢管桩旋转并压入地面以埋设，底盖设置在尖端或旋转压力机的路上，适当的钢管桩紧密封闭以便可以储存水，在旋转压配钢管桩内设置注水管/进水管，直径小于内径的开口端孔的钢管桩或钢管水箱形成在旋转叶片的中心部分，预先设有突起的钢管桩或钢管水箱旋转并压配成埋在底部内周的盖形成位置，并且在将钢管桩或钢管水箱进行埋设和安装之后，通过在钢管中的底盖形成位置填充的临时固化材料形成底盖，并且生砂侵入开口端孔。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2007217954A Damping device with viscoelastic element, proof-stress wall with damping device which is provided with device, and execution method of stress wall 有权
标题翻译：具有粘弹性元件的阻尼装置，具有装置的阻尼装置的防护壁和应力壁的执行方法
公开(公告)号：JP2007217954A
公开(公告)日：2007-08-30
申请号：JP2006039619
申请日：2006-02-16
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： OKADA TADAYOSHI , KAWAI YOSHIMICHI , TAKEUCHI TORU
IPC分类号： E04H9/02 , E04B2/56 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a damping device with a viscoelastic element which is excellent in execution performance at a work site, a proof-stress wall with the damping device which is provided with the device, and an execution method of the stress wall.
SOLUTION: The proof-stress wall is provided with the damping device which is used for the proof-stress wall of a building constructed by a frame-wall method. Mounting parts 2a, 2b are provided to one planar member 14 and the other planar member 14 of the proof-stress wall 22 which are adjacent to each other, and the mounting parts 2a, 2b are each arranged on one side part and the other side part on almost the same surface. Then each of the mounting parts 2a, 2b of the unitary damping device 1 with the viscoelastic element is fixed. The damping device 1 with the viscoelastic element is constituted by one cover plate 3, the other cover plate 4, and the viscoelastic element 5. The mounting parts 2a, 2b, each of which is provided on the same surface, are provide on one side part of one cover plate 3 and the other side part of the other cover plate 4. The cover plate 3 has a viscoelastic element fixing part on the same surface as the mounting part 2a on one side, and the other cover plate 4 has a viscoelastic element fixing part which is in parallel with the other mounting part 2b. Then the viscoelastic element 5 is fixed to each of the viscoelastic element fixing parts.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有在工作场所执行性能优异的粘弹性元件的阻尼装置，具有装置的阻尼装置的防弹应力壁以及该装置的执行方法压力墙。
解决方案：防爆墙设有阻尼装置，用于通过框架墙法建造的建筑物的应力墙。安装部2a，2b设置在彼此相邻的一个平面构件14和隔离应力壁22的另一平面构件14之间，并且安装部2a，2b分别设置在一个侧部，另一侧部分在几乎相同的表面。然后，具有粘弹性元件的单一阻尼装置1的每个安装部分2a，2b是固定的。具有粘弹性元件的阻尼装置1由一个盖板3，另一个盖板4和粘弹性元件5构成。安装部分2a，2b设置在同一表面上，一侧设置一个盖板3的一部分和另一个盖板4的另一侧部分。盖板3在一侧具有与安装部分2a相同的表面上的粘弹单元固定部分，另一个盖板4具有粘弹性元件固定部分与另一安装部分2b平行。然后将粘弹元件5固定在每个粘弹元件固定部件上。版权所有（C）2007，JPO＆INPIT

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