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1. 发明授权

US07823858B2 Method for forming masonry unit 有权
标题翻译：砌体单元成型方法
公开(公告)号：US07823858B2
公开(公告)日：2010-11-02
申请号：US11988025
申请日：2005-06-28
申请人： Yasunori Matsufuji , Tomoyuki Koyama
发明人： Yasunori Matsufuji , Tomoyuki Koyama
IPC分类号： B22C9/24
CPC分类号： E04B2/16 , B28B7/183 , B28B13/0275 , B28B19/0053 , E04B2002/0254
摘要： Masonry units (10) are integrally assembled by tightening forces of bolts (60) and nuts (70), in a condition that interlayer metal plates (50) are interposed between the masonry units. A basic form (11) of the masonry unit is contained in a mold for forming the masonry unit. A space (98) for fluidic covering material, which is chargeable with the covering material, is defined between upper and lower faces of the form (11), and the fluidic covering material is charged in the space. The upper and lower faces of the masonry unit are covered with the solidified covering material (12). According to the present invention, high dimensional accuracy of the masonry unit can be ensured, and efficiency of the production process of the masonry units is promoted to improve productivity of the masonry units.
摘要翻译：砌体单元（10）通过螺栓（60）和螺母（70）的紧固力整体组装，在层间金属板（50）插入在砌筑单元之间的情况下。砖石单元的基本形式（11）包含在用于形成砌筑单元的模具中。用于覆盖材料的流体覆盖材料的空间（98）被限定在形式（11）的上表面和下表面之间，并且流体覆盖材料被填充在空间中。砖石单元的上表面和下表面被固化的覆盖材料（12）覆盖。根据本发明，可以确保砌体单元的高尺寸精度，并且提高砌体单元的生产过程的效率，以提高砌筑单元的生产率。

2. 发明申请

US20090100790A1 Method For Forming Masonry Unit 有权
标题翻译：砌体单元的形成方法
公开(公告)号：US20090100790A1
公开(公告)日：2009-04-23
申请号：US11988025
申请日：2005-06-28
申请人： Yasunori Matsufuji , Tomoyuki Koyama
发明人： Yasunori Matsufuji , Tomoyuki Koyama
IPC分类号： E04B1/04 , B28B7/16
CPC分类号： E04B2/16 , B28B7/183 , B28B13/0275 , B28B19/0053 , E04B2002/0254
摘要： Masonry units (10) are integrally assembled by tightening forces of bolts (60) and nuts (70), in a condition that interlayer metal plates (50) are interposed between the masonry units. A basic form (11) of the masonry unit is contained in a mold for forming the masonry unit. A space (98) for fluidic covering material, which is chargeable with the covering material, is defined between upper and lower faces of the form (11), and the fluidic covering material is charged in the space. The upper and lower faces of the masonry unit are covered with the solidified covering material (12). According to the present invention, high dimensional accuracy of the masonry unit can be ensured, and efficiency of the production process of the masonry units is promoted to improve productivity of the masonry units.
摘要翻译：砌体单元（10）通过螺栓（60）和螺母（70）的紧固力整体组装，在层间金属板（50）插入在砌筑单元之间的情况下。砖石单元的基本形式（11）包含在用于形成砌筑单元的模具中。用于覆盖材料的流体覆盖材料的空间（98）被限定在形式（11）的上表面和下表面之间，并且流体覆盖材料被填充在空间中。砖石单元的上表面和下表面被固化的覆盖材料（12）覆盖。根据本发明，可以确保砌体单元的高尺寸精度，并且提高砌体单元的生产过程的效率，以提高砌筑单元的生产率。

3. 发明授权

US06915614B2 Bricklaying structure, bricklaying method, and brick manufacturing method 失效
标题翻译：砖砌结构，砌砖方法和砖制造方法
公开(公告)号：US06915614B2
公开(公告)日：2005-07-12
申请号：US10363128
申请日：2001-09-05
申请人： Yasunori Matsufuji
发明人： Yasunori Matsufuji
IPC分类号： E04B1/02 , E04B2/02 , E04B2/42 , E04B2/44 , E04C2/04
CPC分类号： E04B2/42 , E04B2002/0243 , E04B2002/0254
摘要： A bricklaying structure, a bricklaying method and a brick manufacturing method that is adaptable to a variety of architectural details. Each brick is provided with a bolt hole and through-holes. The bolt hole has a diameter which allows a bolt to extend therethrough and the through-hole has a diameter for containing a nut. The bolt hole and through-holes are arranged on a longitudinal center line of the brick, and a center of the bolt hole, centers of the through-holes and respective end faces of the brick are spaced apart an equal distance from each other in a longitudinal direction of the brick. The bricks and metallic plates are vertically stacked and the bricks are integrally connected under pre-stress with each other by tightening the bolts extending through the vertical bolt holes.
摘要翻译：砌砖结构，砌砖方法和砖制造方法，适用于各种建筑细节。每个砖都设有螺栓孔和通孔。螺栓孔具有允许螺栓延伸通过的直径，并且通孔具有用于容纳螺母的直径。螺栓孔和通孔布置在砖的纵向中心线上，并且螺栓孔的中心，通孔的中心和砖的相应端面在相互间隔开相等的距离砖的纵向。砖和金属板垂直堆叠，并且砖通过紧固延伸穿过垂直螺栓孔的螺栓而在预应力下彼此一体地连接。

4. 发明申请

US20060272245A1 Wall construction of architectural structure 有权
标题翻译：建筑结构墙建设
公开(公告)号：US20060272245A1
公开(公告)日：2006-12-07
申请号：US10548306
申请日：2003-09-04
申请人： Yasunori Matsufuji
发明人： Yasunori Matsufuji
IPC分类号： E04C5/08
CPC分类号： E04B2/42 , E04B2/16 , E04B2002/0254 , E04H9/02
摘要： A wall structure of an architecture is provided, which comprises an outer wall having resistance against earthquakes and wind and an inner wall relatively inferior in the earthquake-resistance and so forth, so that the outer and inner walls are properly combined to share design loads. The wall structure includes the outer wall (2) of bricklaying structure in which bricks (A—D) and metal plates (51) are stacked. Fasteners (60,62,63,70) extending through the bolt holes (7) of the bricks are tightened, and the vertically adjacent bricks are integrally connected with each other under prestress of the fasteners. The inner wall (3) is constructed inside of the outer wall, and the shear reinforcement member (10,20) connects the inner and outer walls with each other. The inner wall is constructed by a dry type of construction method, which can support a permanent vertical load such as a roof load. A temporary horizontal load acting on the inner wall, such as a seismic force, is transmitted to the outer wall by the shear reinforcement member.
摘要翻译：提供了一种结构的壁结构，其包括具有抵抗地震和风的外壁以及抗震等级相对较差的内壁，使得外壁和内壁被适当地组合以共享设计载荷。壁结构包括砖（A-D）和金属板（51）堆叠的砖瓦结构的外壁（2）。通过砖的螺栓孔（7）延伸的紧固件（60,62,63,70）被紧固，并且垂直相邻的砖在紧固件的预应力下彼此一体地连接。内壁（3）构造在外壁的内部，并且剪切加强构件（10,20）将内壁和外壁彼此连接。内壁由干式施工方法构成，可以支撑永久垂直载荷，如屋顶载荷。作用在内壁上的临时水平载荷（如地震力）通过剪切加强构件传递到外壁。

5. 发明申请

US20050252118A1 Method for planning construction of brick wall 失效
标题翻译：规划砖墙施工方法
公开(公告)号：US20050252118A1
公开(公告)日：2005-11-17
申请号：US10522676
申请日：2003-07-31
申请人： Yasunori Matsufuji
发明人： Yasunori Matsufuji
IPC分类号： E04B2/02 , E04B2/14 , E04C5/08
CPC分类号： E04B2/14 , E04B2/02 , E04B2002/0254
摘要： A method for planning the construction of a brick wall, a brick allocating program, and a brick allocating system for allocating bricks, metal plates, and bolts and nuts in a DUP construction method is provided, in which a grid pattern XY coordinate system forming square grids is specified, and odd number layer tightening grids (α) and even number layer tightening grids (β) are alternately set in X- and Y-directions. The brick (10) of an end part of the wall is positioned on a reference grid (γ) so that a first square half part of the brick having a bolt hole (30) matches the odd or even number layer tightening grid. The bricks of the odd or even number layer are successively arrayed from the reference grid, and the metal plates are disposed in such a manner that at least one bolt hole (53) of the metal plate (50) is located on the odd or even number layer tightening grids.
摘要翻译：提供了一种在DUP施工方法中规划砖墙施工方法，砖分配方案和分配砖，金属板，螺栓和螺母的砖分配系统，其中形成正方形的网格图案XY坐标系指定网格，并且在X方向和Y方向上交替设置奇数层紧固网格（α）和偶数层紧固网格（β）。壁的端部的砖（10）位于参考栅格（gamma）上，使得具有螺栓孔（30）的砖的第一正方形半部分匹配奇数或偶数层紧固网格。奇数层或偶数层的砖从参考栅格连续排列，并且金属板以这样的方式设置，使得金属板（50）的至少一个螺栓孔（53）位于奇数或偶数数字层紧固网格。

6. 发明申请

US20120111436A1 FLOATATION SEPARATION APPARATUS, METHOD OF FLOATATION SEPARATION, AND METHOD OF MANUFACTURING PRODUCTS USING THE SAME 有权
标题翻译：浮选分离装置，浮选分离方法及使用该方法制造产品的方法
公开(公告)号：US20120111436A1
公开(公告)日：2012-05-10
申请号：US13384543
申请日：2010-07-15
申请人： Yasunori Matsufuji , Koji Takasu , Kiyotaka Tatsumi
发明人： Yasunori Matsufuji , Koji Takasu , Kiyotaka Tatsumi
IPC分类号： F15B21/00
CPC分类号： C02F1/24 , B03D1/1418 , B03D1/1462 , B03D1/1475 , B03D1/24 , B03D1/247 , B03D2203/08 , C02F2301/024 , C02F2301/026 , C04B18/08 , C04B28/02 , Y02W30/92 , Y10T137/2076 , C04B14/06 , C04B20/02
摘要： By storing a liquid to be treated in a treatment tank main body 10 having a bottom portion 10g that narrows downward, with particles of materials to be treated dispersed therein, taking out the liquid to be treated from a position lower than the liquid level of the treatment tank main body 10, and returning the liquid to the bottom portion 10g of the treatment tank main body 10, thereby circulating the liquid to be treated while forming a vortex flow within the treatment tank main body 10, and at the same time supplying air bubbles from the lower part of the treatment main unit 10, a first component contained in froths is separated from a second component, which is less susceptible to floatation, contained in the liquid to be treated.
摘要翻译：通过将待处理液体储存在具有向下变窄的底部部分10g的处理槽主体10中，其中分散有待处理的材料颗粒，从低于所述待处理液体的液面的位置取出待处理的液体处理槽主体10，将液体返回处理槽主体10的底部10g，使处理槽主体10内形成涡流的待处理液体循环，同时供给空气来自治疗主体10的下部的气泡，包含在泡沫中的第一成分与容纳在待处理液体中的不太易浮化的第二成分分离。

7. 发明授权

US07836646B2 Wall construction of architectural structure 有权
标题翻译：建筑结构墙建设
公开(公告)号：US07836646B2
公开(公告)日：2010-11-23
申请号：US10548306
申请日：2003-09-04
申请人： Yasunori Matsufuji
发明人： Yasunori Matsufuji
IPC分类号： E04B2/30 , E04B2/44
CPC分类号： E04B2/42 , E04B2/16 , E04B2002/0254 , E04H9/02
摘要： A wall structure of an architecture is provided, which comprises an outer wall having resistance against earthquakes and wind and an inner wall relatively inferior in the earthquake-resistance and so forth, so that the outer and inner walls are properly combined to share design loads. The wall structure includes the outer wall (2) of bricklaying structure in which bricks (A˜D) and metal plates (51) are stacked. Fasteners (60,62,63,70) extending through the bolt holes (7) of the bricks are tightened, and the vertically adjacent bricks are integrally connected with each other under prestress of the fasteners. The inner wall (3) is constructed inside of the outer wall, and the shear reinforcement member (10,20) connects the inner and outer walls with each other. The inner wall is constructed by a dry type of construction method, which can support a permanent vertical load such as a roof load. A temporary horizontal load acting on the inner wall, such as a seismic force, is transmitted to the outer wall by the shear reinforcement member.
摘要翻译：提供了一种结构的壁结构，其包括具有抵抗地震和风的外壁以及抗震等级相对较差的内壁，使得外壁和内壁被适当地组合以共享设计载荷。壁结构包括砖（A〜D）和金属板（51）堆叠的砖瓦结构的外壁（2）。通过砖的螺栓孔（7）延伸的紧固件（60,62,63,70）被紧固，并且垂直相邻的砖在紧固件的预应力下彼此一体地连接。内壁（3）构造在外壁的内部，并且剪切加强构件（10,20）将内壁和外壁彼此连接。内壁由干式施工方法构成，可以支撑永久垂直载荷，如屋顶载荷。作用在内壁上的临时水平载荷（如地震力）通过剪切加强构件传递到外壁。

8. 发明授权

US09174856B2 Floatation separation apparatus, method of floatation separation, and method of manufacturing products using the same 有权
标题翻译：浮选分离装置，浮选分离方法和使用其的制造方法
公开(公告)号：US09174856B2
公开(公告)日：2015-11-03
申请号：US13384543
申请日：2010-07-15
申请人： Yasunori Matsufuji , Koji Takasu , Kiyotaka Tatsumi
发明人： Yasunori Matsufuji , Koji Takasu , Kiyotaka Tatsumi
IPC分类号： B03D1/14 , B03D1/24 , C02F1/24 , C04B18/08 , C04B28/02
CPC分类号： C02F1/24 , B03D1/1418 , B03D1/1462 , B03D1/1475 , B03D1/24 , B03D1/247 , B03D2203/08 , C02F2301/024 , C02F2301/026 , C04B18/08 , C04B28/02 , Y02W30/92 , Y10T137/2076 , C04B14/06 , C04B20/02
摘要： By storing a liquid to be treated in a treatment tank main body 10 having a bottom portion 10g that narrows downward, with particles of materials to be treated dispersed therein, taking out the liquid to be treated from a position lower than the liquid level of the treatment tank main body 10, and returning the liquid to the bottom portion 10g of the treatment tank main body 10, thereby circulating the liquid to be treated while forming a vortex flow within the treatment tank main body 10, and at the same time supplying air bubbles from the lower part of the treatment main unit 10, a first component contained in froths is separated from a second component, which is less susceptible to floatation, contained in the liquid to be treated.
摘要翻译：通过将待处理液体储存在具有向下变窄的底部部分10g的处理槽主体10中，其中分散有待处理的材料颗粒，从低于所述待处理液体的液面的位置取出待处理的液体处理槽主体10，将液体返回处理槽主体10的底部10g，使处理槽主体10内形成涡流的待处理液体循环，同时供给空气来自治疗主体10的下部的气泡，包含在泡沫中的第一成分与容纳在待处理液体中的不太易浮化的第二成分分离。

9. 发明授权

US07561936B2 Method for planning construction of brick wall 失效
标题翻译：规划砖墙施工方法
公开(公告)号：US07561936B2
公开(公告)日：2009-07-14
申请号：US10522676
申请日：2003-07-31
申请人： Yasunori Matsufuji
发明人： Yasunori Matsufuji
IPC分类号： E04C5/08
CPC分类号： E04B2/14 , E04B2/02 , E04B2002/0254
摘要： A method for planning the construction of a brick wall, a brick allocating program, and a brick allocating system for allocating bricks, metal plates, and bolts and nuts in a DUP construction method is provided, in which a grid pattern XY coordinate system forming square grids is specified, and odd number layer tightening grids (α) and even number layer tightening grids (β) are alternately set in X- and Y-directions. The brick (10) of an end part of the wall is positioned on a reference grid (γ) so that a first square half part of the brick having a bolt hole (30) matches the odd or even number layer tightening grid. The bricks of the odd or even number layer are successively arrayed from the reference grid, and the metal plates are disposed in such a manner that at least one bolt hole (53) of the metal plate (50) is located on the odd or even number layer tightening grids.
摘要翻译：提供了一种在DUP施工方法中规划砖墙施工方法，砖分配方案和分配砖，金属板，螺栓和螺母的砖分配系统，其中形成正方形的网格图案XY坐标系指定网格，并且在X方向和Y方向上交替设置奇数层紧固网格（α）和偶数层紧固网格（β）。壁的端部的砖（10）位于参考栅格（gamma）上，使得具有螺栓孔（30）的砖的第一正方形半部分匹配奇数或偶数层紧固网格。奇数层或偶数层的砖从参考栅格连续排列，并且金属板以这样的方式设置，使得金属板（50）的至少一个螺栓孔（53）位于奇数或偶数数字层紧固网格。

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