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1. 发明专利

JP2012149385A Banking structure and construction method therefor 有权
标题翻译：银行结构及其结构方法
公开(公告)号：JP2012149385A
公开(公告)日：2012-08-09
申请号：JP2011006775
申请日：2011-01-17
申请人： Mitsui Kagaku Sanshi Kk , Nishi Nippon Spc Kk , 三井化学産資株式会社 , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a banking structure in which a retaining wall formed by wall surface panels is prevented from being deformed by the influence of a soil pressure of a banking material, and to provide a construction method therefor.SOLUTION: For the banking structure 11, a retaining wall 15 for which a plurality of precast concrete panels 14 are stacked is formed on a foundation 13 at the lower part of slope natural ground 12, a lightweight banking part 17 composed of a bubble-mixed material 17a is formed to a required height between the retaining wall 15 and a slope 16, and on the slope 16 where the lightweight banking part 17 is formed, shear prevention bolts 18 are placed at every appropriate interval. A reinforcement banking part 20 to which a banking material 19 is supplied is formed at the upper part of the lightweight banking part 17, a reinforcement material 21 is embedded at every prescribed interval in the reinforcement banking part 20, ballast, gravel or sand 22 is filled between the reinforcement banking part 20 and the retaining wall 15, and the reinforcement banking part 20 is provided with an anchor material 23 extended from the retaining wall 15.
摘要翻译：要解决的问题：提供一种银行结构，其中由墙面板形成的挡土墙由于银行材料的土壤压力的影响而被防止变形，并提供其构造方法。解决方案：对于银行结构11，在斜坡自然地面12的下部的基座13上形成有多个预制混凝土板14堆叠的挡土墙15，轻量级银行部17由气泡混合材料17a形成在挡土墙15和斜坡16之间所需的高度，并且在形成轻量银行部分17的斜坡16上形成有剪切防止螺栓18，每隔适当间隔放置。在轻量银行部分17的上部形成有供应银行材料19的加固银行部分20，在加强银行部分20中以规定的间隔嵌入加固材料21，压实物，砾石或砂22是填充在加固银行部分20和保持壁15之间，并且加强银行部分20设置有从保持壁15延伸的锚定材料23.版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2007277880A Fill structure and its construction method 审中-公开
标题翻译：填充结构及其施工方法
公开(公告)号：JP2007277880A
公开(公告)日：2007-10-25
申请号：JP2006103961
申请日：2006-04-05
申请人： Mitsui Kagaku Sanshi Kk , Nishi Nippon Spc Kk , 三井化学産資株式会社 , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , KOGA MASANORI
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a fill structure which prevents wall panels formed in a staked state from being deformed by the earth pressure of a fill material, and a construction method for the fill structure.
SOLUTION: In this fill structure 1, a retaining wall 5 in which a plurality of precast concrete panels 4 are stacked is formed on a foundation 3 on the downside of sloped natural ground 2; a fill layer 7 in which the fill materials 6 are stacked in a multistage shape is formed between the retaining wall 5 and the sloped natural ground 2; an earth-pressure-reducing buffer material 9 is filled between the fill layer 7 and the retaining wall 5; and an anchor material 10 from the retaining wall 5 is embedded in the fill layer 7.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种填充结构，其防止形成在桩状态的壁板被填充材料的土压变形，以及填充结构的施工方法。解决方案：在该填充结构1中，在倾斜的自然地面2的下侧的基座3上形成有多个预制混凝土板4堆叠的挡土墙5; 在保持壁5和倾斜的自然地面2之间形成填充层7，其中填充材料6以多级形式堆叠; 在填充层7和挡土墙5之间填充减压缓冲材料9; 并且来自保持壁5的锚固材料10嵌入填充层7中。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2008045366A Placing construction method for aerated mixed mortar 有权
标题翻译：用于混合混合的MORTAR的配置方法
公开(公告)号：JP2008045366A
公开(公告)日：2008-02-28
申请号：JP2006224031
申请日：2006-08-21
申请人： Mitsui Kagaku Sanshi Kk , Nishi Nippon Spc Kk , Techno Kogyo Kk , テクノ工業株式会社 , 三井化学産資株式会社 , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , KOGA MASANORI , HASEGAWA YUJI
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a placing construction method for aerated mixed mortar uniformly mixing an accelerating agent and aerated mixed mortar while the curing of mortar is started after bubbles are foamed in mortar. SOLUTION: In the placing construction method 1 for aerated mixed mortar, cement slurry 2 and bubbles 3 are mixed in a mixer 4 and aerated mixed mortar 5 is manufactured. In the placing construction method 1, the accelerating agent 6 is added into the mixer 4 and mixed with aerated mixed mortar 5, and aerated mixed mortar 5 is squeeze-pumped by a bump 7 and placed at the position of a placing. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种在气泡在砂浆中发泡之前开始固化砂浆的充气混合砂浆均匀混合促进剂和充气混合砂浆的放置施工方法。解决方案：在充气混合砂浆的放置施工方法1中，将水泥浆2和气泡3在混合器4中混合，并制造充气混合砂浆5。在放置施工方法1中，将加速剂6加入到混合器4中并与充气混合砂浆5混合，充气混合砂浆5被凸块7挤压泵送并放置在放置位置。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007277910A Block for lightweight fill, lightweight fill structure, and its construction method 有权
标题翻译：轻型薄膜，轻型薄膜结构及其构造方法
公开(公告)号：JP2007277910A
公开(公告)日：2007-10-25
申请号：JP2006105126
申请日：2006-04-06
申请人： Mitsui Kagaku Sanshi Kk , Nishi Nippon Spc Kk , Techno Kogyo Kk , テクノ工業株式会社 , 三井化学産資株式会社 , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , HASEGAWA YUJI
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a block for lightweight fill which can prevent the generation of rupture and a crack in transportation and construction, and the occurrence of lift due to displacement and water pressure, a lightweight fill structure, and its construction method.
SOLUTION: In this block 6 for the lightweight fill, the outer surface of a block body for the lightweight fill is equipped with a fitting protrusion 20 and a fitting recessed groove 21; and a geotextile 19 which is embedded inside comprises a tubular body 19a which is embedded in a state of being positioned along the outer surface, and a surface body 19b which is installed over a section between opposed surfaces in the tubular body 19a.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于轻量填充的块，其可以防止在运输和结构中产生破裂和裂纹，以及由于位移和水压引起的升力的发生，轻质填充结构及其结构方法。解决方案：在用于轻质填料的该块6中，用于轻质填料的块体的外表面配备有嵌合突起20和嵌合凹槽21; 嵌入内部的土工织物19包括嵌入在沿着外表面定位的状态的管状体19a和安装在管状体19a的相对面之间的部分上的表面体19b。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2009127354A Ground anchor construction method 审中-公开
标题翻译：地锚施工方法
公开(公告)号：JP2009127354A
公开(公告)日：2009-06-11
申请号：JP2007305582
申请日：2007-11-27
申请人： Nishi Nippon Spc Kk , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , TSUKIMACHI TAKANOBU
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a ground anchor construction method which makes possible stable installation of a slope block on a slope by bringing the back of the slope block into intimate contact with the uneven slope.
SOLUTION: In the ground anchor construction method, a tension material 3 is inserted to an anchor hole 2 excavated on the slope 1, and one end of the anchor hole 2 is fixed by a hardening member 4 filled into the anchor hole 2. Then the other end of the tension material 3 projected from the slope 1 is inserted to an insertion pipe 20 of anchor plates 18, 19 of a spray mold 5 which consists of a frame 8 body and a reinforcement 9 arranged on its inner side. Then the spray mold 5, which is constituted by inserting the other end of the tension material 3 to the insertion pipe 20, is installed on the slope 1. After forming the slope block 24 by spraying mortar 23 on the spray mold 5, a pressure receiving plate 25 is installed on the top surface of the slope block 24, and the pressure receiving plate 25 is constituted by inserting the other end of the tension material 3 to the curing pipe 27 of the pressure receiving plate 25. Then the tension material 3 is fixed to the pressure receiving plate 25 by being tensioned by a predetermined force.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种地锚施工方法，其通过使斜坡块的后部与不平坦的坡度紧密接触，使斜坡块可以稳定地安装在斜坡上。解决方案：在地锚施工方法中，将张力材料3插入到在斜坡1上挖出的锚孔2中，并且锚定孔2的一端由填充到锚孔2中的硬化构件4固定然后将从斜面1突出的张力材料3的另一端插入到由框架8体和布置在其内侧的加强件9组成的喷雾模具5的锚板18,19的插入管20中。然后，通过将拉伸材料3的另一端插入插入管20而构成的喷射模具5安装在斜坡1上。通过在喷雾模具5上喷射砂浆23而形成斜坡块24后，接收板25安装在倾斜块24的顶面上，受压板25通过将张力材料3的另一端插入受压板25的固化管27而构成。然后张力材料3 通过以预定的力被张紧而固定在受压板25上。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2007291756A Rock-fall protection structure 有权
标题翻译：岩石保护结构
公开(公告)号：JP2007291756A
公开(公告)日：2007-11-08
申请号：JP2006121906
申请日：2006-04-26
申请人： Nishi Nippon Spc Kk , Techno Kogyo Kk , テクノ工業株式会社 , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , TSUKIMACHI TAKANOBU
IPC分类号： E01F7/04
摘要： PROBLEM TO BE SOLVED: To provide a rock-fall protection structure which can secure a great protection width, and which can present a fine landscape.
SOLUTION: In this rock-fall protection structure 1, a retaining wall 4, which is curved in such a manner as to be gradually pushed out to a front side toward an upper portion from a lower portion, is erected on a foundation block 3 in the lower section of sloped ground 2; a fill layer 5 is formed between the retaining wall 4 and the sloped ground 2; a buffer portion is formed in the upper portion of the fill layer 5; the retaining wall 4 is formed by stacking precast concrete panels 18 which are composed of a front plate 16 and a backside anchor plate 17 protrusively formed on the backside of the front plate; and the anchor plate 17 is connected by being prestressed by a vertically-inserted connecting member 22, and fixed to the foundation block 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供可以确保很大保护宽度并且可以呈现精细景观的防坠落保护结构。解决方案：在这种防坠落保护结构1中，将一个从下部向上部逐渐向外侧逐渐推出的保持壁4竖立在基座上斜坡地下2段3; 在挡土墙4和倾斜地面2之间形成填充层5; 缓冲部分形成在填充层5的上部; 挡土墙4是通过堆叠预制混凝土板18形成的，该预制混凝土板18由前板16和突出形成在前板的后侧上的后侧锚板17组成; 并且锚定板17通过由垂直插入的连接构件22预应力连接并固定到基础块3上。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2014091933A Embankment structure and construction method for the same 有权
标题翻译：其结构和结构方法
公开(公告)号：JP2014091933A
公开(公告)日：2014-05-19
申请号：JP2012241717
申请日：2012-11-01
申请人： Nishi Nippon Spc Kk , 西日本エス・ピー・シー株式会社 , Sanko Shoji Co Ltd , 株式会社三興商事
发明人： YAMADA FUMIO
IPC分类号： E02D17/18 , E02D5/80 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an embankment structure which improves a landslide prevention effect on a slope and can maintain a retaining wall more stably.SOLUTION: An embankment structure 1 has an embankment layer 9 placed between a slope 2 and a retaining wall 7. Permanent anchors 3 with predetermined tension applied thereto are appropriately installed at intervals in the slope 2. Pressure receiving plates 41 at head sections 3a of the permanent anchors 3 are fixed to the slope 2. The retaining wall 7 made up of a plurality of precast concrete panels 6 is constructed on foundation blocks 5 fixed along a toe of the slope 4. Steel cables 8 with predetermined tension applied thereto are installed between the head sections 3a of the permanent anchors 3 and the retaining wall 7 with tip sections 8a of the steel cables 8 fixed to the retaining wall 7.
摘要翻译：要解决的问题：提供一种堤防结构，其可以改善斜坡上的滑坡防止效果并且可以更稳定地保持挡土墙。解决方案：路堤结构1具有设置在坡道2和挡土墙7之间的路堤层9。在斜坡2中间隔地适当地安装了施加有预定张力的永久锚固件3。在永久锚固件3的头部3a处的受压板41固定到斜坡2.由多个预制混凝土构成的挡土墙7 板6被构造在沿着斜坡4的脚趾固定的基座块5上。施加有预定张力的钢缆8被安装在永久锚固件3的头部3a和挡土墙7之间，钢缆的尖端部分8a 8固定在挡土墙7上。

8. 发明专利

JP2009221777A Banking structure and its construction method 有权
标题翻译：银行结构及其结构方法
公开(公告)号：JP2009221777A
公开(公告)日：2009-10-01
申请号：JP2008069269
申请日：2008-03-18
申请人： Nishi Nippon Spc Kk , Shikoku Spc Kk , 四国エス・ピー・シー株式会社 , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO
IPC分类号： E02D17/18 , E02D5/80 , E02D17/04 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a banking structure and its construction method that can prevent the collapse of a retaining wall and the natural ground by one means.
SOLUTION: The banking structure 1 is constructed by constructing the retaining wall 5 comprising a plurality of precast concrete panels 4, on foundation blocks 3 fixed along the slope bottom of the lower part of the natural ground 2, forming a banking layer 6 between the retaining wall 5 and the natural ground 2, driving ground anchors 7 strained with predetermined force, at suitable spaces from the retaining wall 5 supporting the banking layer 6, to the natural ground 2, and anchoring the heads of the ground anchors 7 to the retaining wall 5.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过一种手段防止挡土墙和自然地面崩溃的银行结构及其施工方法。解决方案：银行结构1通过在自然地面2的下部的斜坡底部固定的基础块3上构造包括多个预制混凝土面板4的挡土墙5构成，形成银行层6 在挡土墙5和自然地面2之间，以预定的力，在从支撑银行层6的挡土墙5到自然地面2的合适的空间处应变的地面锚固件7，以及将地锚7的头锚固到挡土墙5.版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2009097176A Banking structure and its construction method 有权
标题翻译：银行结构及其结构方法
公开(公告)号：JP2009097176A
公开(公告)日：2009-05-07
申请号：JP2007267746
申请日：2007-10-15
申请人： Kankyo System:Kk , Nishi Nippon Spc Kk , 株式会社環境システム , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , HIRAHARA KATSUYUKI
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a banking structure capable of preventing the collapse of natural ground by driving a shear prevention bolt even if a large crack appears in the natural ground, and a construction method for the banking structure.
SOLUTION: In his banking structure 1, the sloped natural ground 9, in which the shear prevention bolts 8 are driven at each proper interval, and the horizontal natural ground 10 below the sloped natural ground 9 serve as batholith sections 2, and a foundation block 3 is fixed to the horizontal natural ground 10 by means of the shear prevention bolts 8. A retaining wall 5, in which a plurality of precast concrete panels 4 are stacked, is formed in the foundation block 3, and a banking layer 7, in which flowing concrete 6 is superposed, is formed between the retaining wall 5 and the batholith section 2. The leading end side of the shear prevention bolt 8 is embedded in grout 16 in a steel-pipe expansion bolt 11 which is driven into the drilled hole 15 of the sloped natural ground 9 or the horizontal natural ground 10.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过驱动剪切防止螺栓来防止自然地面崩溃的银行业结构，即使在自然地面中出现大的裂缝，也可以是银行结构的构造方法。解决方案：在他的银行业务结构1中，其中剪切防止螺栓8以适当的间隔被驱动的倾斜的自然地面9和倾斜的自然地面9下方的水平的自然地面10作为地层段2，基础块3通过防剪螺栓8固定到水平自然地面10.在基础块3中形成有多个预制混凝土面板4堆叠的挡土墙5和一个堤坝层如图7所示，其中流动的混凝土6重叠，形成在挡土墙5和石块部分2之间。防剪螺栓8的前端侧嵌入钢管膨胀螺栓11中的浆料16中，该钢管膨胀螺栓11被驱动倾斜自然地9的钻孔15或水平天然地面10.版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2008144442A Banking structure and method of constructing same 有权
标题翻译： BANKING结构及其构造方法
公开(公告)号：JP2008144442A
公开(公告)日：2008-06-26
申请号：JP2006331793
申请日：2006-12-08
申请人： Kankyo System:Kk , Nishi Nippon Spc Kk , Shikoku Spc Kk , 四国エス・ピー・シー株式会社 , 株式会社環境システム , 西日本エス・ピー・シー株式会社
发明人： YAMADA FUMIO , HIRAHARA KATSUYUKI , TSUKIMACHI TAKANOBU
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a banking structure which prevents wall panels forming a retaining wall from being displaced or tilted and also prevents the retaining wall, a bank layer, and an asphalt road bed from being ruptured even if a large earthquake occurs and a method of constructing the banking structure.
SOLUTION: This banking structure 1 comprises a retaining wall 5 formed by stacking precast concrete panels 4 on a foundation block 3 at the lower part of a sloped natural ground 2; a banking layer 7 formed by stacking, in multiple stages, a banking material 6 between the retaining wall 5 and the sloped natural ground 2; a counter block 8 for slope formed on the sloped natural ground 2 at the upper part of the baking layer 7, and a PC floor slab 9 installed on the upper surfaces of the counter block 8 for slope, the banking layer 7, and the retaining wall 5. The PC floor slab is fixed by a tension member 13 anchored to the foundation block 3 through the retaining wall 5; a ground anchor 42 anchored to a ground 11 through the banking layer 7, and a binding member 34 anchored to the counter block 8 for slope. The retaining wall 5 is joined to the counter block for slope with a connection member 35 for fixing.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种银行结构，其防止形成挡土墙的墙板被移动或倾斜，并且还防止挡土墙，堤层和沥青路面床即使是大地震也被破裂发生和构建银行结构的方法。解决方案：该银行结构1包括通过在倾斜的自然地面2的下部将预制混凝土板4堆叠在基础块3上而形成的挡土墙5; 通过多个阶段堆叠在挡土墙5和倾斜的自然地面2之间的银行材料6形成的银行层7; 在烘烤层7的上部的倾斜自然地面2上形成的用于斜坡的计数器块8和安装在用于斜坡的计数器块8的上表面上的PC地板坯9，银行层7和保持层 PC楼板通过固定壁5固定在基座块3上的张紧构件13; 通过银行层7锚定到地面11的地面锚杆42，以及锚固到计数器块8以用于倾斜的装订构件34。挡土墙5与用于固定的连接构件35连接到用于倾斜的相对块。版权所有（C）2008，JPO＆INPIT

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