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1. 发明专利

JP5240613B2 How to build a fire protection water tank underground foundation 有权
公开(公告)号：JP5240613B2
公开(公告)日：2013-07-17
申请号：JP2009113186
申请日：2009-05-08
申请人：興建産業株式会社
发明人：信博佐藤
IPC分类号： E02D29/045 , E02D29/00 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a fireproof water tank underground laying foundation easily installed in a short construction period and including a protecting member of a projecting part for a water collecting pit. SOLUTION: The construction method of the fireproof water tank underground laying foundation 20 constructed on an underground excavated space bottom face 14a to install a fireproof water tank 10 having a draw-out opening 12 extending to the ground, at the upper face, and having the projecting part 10b for the water collecting pit on a water tank bottom face 10a under the draw-out opening 12, comprises excavating and forming a recess 14b for the water collecting pit at a portion that corresponds to the projecting part 10b for the water collecting pit of the underground excavated space bottom face 14a, installing a cylindrical precast inner peripheral surface protecting member 30 in the recess 14b, filling a space between the lower part outer periphery of the inner peripheral surface protecting member 30 and the natural ground surface with backfilling sediment, and opening the upper end opening 32 of the inner peripheral surface protecting member 30 to the surface and forming a concrete foundation 21 for supporting the bottom face 10a of the fireproof water tank 10, at the upper part outer periphery of the inner peripheral surface protecting member 30. COPYRIGHT: (C)2011,JPO&INPIT

2. 发明专利

JP2012087543A Construction method of tunnel bottom structure provided with drainage equipment 有权
标题翻译：具有排水设备的隧道底部结构施工方法
公开(公告)号：JP2012087543A
公开(公告)日：2012-05-10
申请号：JP2010235585
申请日：2010-10-20
申请人： Koken Sangyo Kk , 興建産業株式会社
发明人： MATSUMOTO KOJI
IPC分类号： E21F16/02 , E21D11/08 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a tunnel bottom structure provided with drainage equipment, allowing efficient construction at a low cost.SOLUTION: A base concrete body 9 including a path bottom concrete part 6 configuring the bottom of a path 2 and a water storage tank bottom concrete part 8 configuring the bottom of a water storage tank 3 is integrally formed of cast-in-place concrete, and a plurality of precast concrete portal blocks 7,7... are connected in a tunnel axial direction on the path bottom concrete part 6 to construct the path 2. Then, a plurality of precast concrete blocks 20,20... in an inverse L shape comprising a planar top plate part 21 and a sidewall plate part 35 in the shape of being suspended downwards from one side edge of the top plate part 21 are arranged and connected in the tunnel axial direction in the state of being supported at the end part on the opposite side of the sidewall plate part of the top plate part 21 by the portal block 7 and erecting the sidewall plate part 35 on the water storage tank bottom concrete part 8 and thereafter, both end parts of the water storage tank 3 are closed by closing walls 25,25.
摘要翻译：要解决的问题：提供一种具有排水设备的隧道底部结构的施工方法，能够以低成本进行有效的施工。解决方案：包括构成路径2的底部的路口底部混凝土部分6和构成储水箱3的底部的储水箱底部混凝土部分8的基础混凝土体9一体地形成为浇铸 - 将混凝土和多个预制混凝土入口块7,7 ...沿隧道轴向连接在路径底部混凝土部分6上以构成路径2.然后，多个预制混凝土块20,20 .. 在包括从顶板部21的一个侧边缘向下悬挂形状的平面顶板部分21和侧壁板部分35的倒L形中，以隧道轴向方向布置并连接在通过入口块7在顶板部分21的侧壁板部分的相对侧的端部处支撑，并将侧壁板部分35竖立在储水箱底部混凝土部分8上，此后，水的两个端部储罐3是闭合的通过关闭墙25,25。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010196271A Method for reinforcing existing revetment 审中-公开
标题翻译：加强现有撤销的方法
公开(公告)号：JP2010196271A
公开(公告)日：2010-09-09
申请号：JP2009039487
申请日：2009-02-23
申请人： Koken Sangyo Kk , 興建産業株式会社
发明人： NODA KENJI
IPC分类号： E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive method for reinforcing an existing revetment, which makes a construction period short, which hardly affects a river or a surrounding area, and which is excellent in flood control.
SOLUTION: This method is used to reinforce the existing revetment which comprises an earth retaining wall having a continuous steel sheet pile 11 supported on subaqueous ground 12 in a riverbank, and a superstructure work section 13 having an upper portion of the steel sheet pile 11 covered with concrete. The subaqueous ground 12 ahead of the existing revetment 10 requiring reinforcement is excavated downward; a horizontal block installation foundation 17 made of concrete etc. is placed in the subaqueous ground 12 excavated downward; L-shaped retaining wall blocks 20 are suspended and lowered on the block installation foundation 17 by a crane 18, and juxtaposed along the existing revetment 10; a gap between the L-shaped retaining wall blocks 20 and the existing revetment 10 is back-filled to constitute a retaining wall 30; new subaqueous ground 31 is formed by placing sediment, concrete or the like on the periphery of the L-shaped retaining wall block 20; and the retaining wall 30 serves as a new revetment.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于加强现有护岸的廉价方法，这使得施工期短，对河流或周边地区几乎不影响，防洪性能优异。解决方案：该方法用于加强现有的护岸，其包括具有支撑在河岸的水下地面12上的连续钢板桩11的挡土墙，以及具有钢板上部的上部结构工作部13 堆11用混凝土覆盖。在需要加固的现有护岸10之前的地下水地面12向下挖掘; 由混凝土等制成的水平块安装基座17放置在向下挖掘的水下地面12中; L型挡土墙块20由起重机18悬挂和下降到块安装基座17上，并沿着现有护岸10并置; L形挡土墙20与现有护岸10之间的间隙被填充以构成挡土墙30; 通过将沉积物，混凝土等置于L形挡土块20的周边上形成新的水下地面31; 挡土墙30作为新护岸。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2010159578A Large-sized retaining wall by precast concrete block 有权
标题翻译：预制混凝土块大尺寸保留墙
公开(公告)号：JP2010159578A
公开(公告)日：2010-07-22
申请号：JP2009002395
申请日：2009-01-08
申请人： Koken Sangyo Kk , 興建産業株式会社
发明人： NODA KENJI
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a large-sized retaining wall by a precast concrete block which can be constructed only by the installation of the precast concrete block, is light is total weight, and can be executed even under the ground condition that bearing power is small.
SOLUTION: The large-sized retaining wall by the precast concrete block is provided with a lower hollow block 1 and an upper L-shaped block 2 having an L-shaped cross section. A front wall 1b and a back wall 1c are integrally formed at the front edge of a bottom foundation 1a and the rear edge, respectively. The lower hollow block 1 has a top 1d integrally in a position which is spanned between the front wall and the back wall. The upper L-shaped block is composed of a horizontal plate 2a and a retaining wall 2b. The horizontal plate is overlapped on the top 1d of the lower hollow block, and the retaining wall is integrally molded at the front edge of the horizontal plate in an upright state. An anti-slide means which prevents relative movement between both surfaces in the horizontal direction is provided between the undersurface of the horizontal plate of the upper block and the top surface of the top of the lower hollow block.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了通过预制混凝土块的安装可以构造的预制混凝土块来提供大型的挡土墙，轻质是总重量，甚至可以在地面条件下执行轴承功率小。解决方案：通过预制混凝土块的大型挡土墙设置有下空心块1和具有L形横截面的上L形块2。前壁1b和后壁1c分别一体地形成在底部基座1a和后边缘的前边缘处。下部空心块1具有一体的顶部1d，其跨越前壁和后壁之间的位置。上部L形块由水平板2a和挡土墙2b组成。水平板重叠在下部空心块的顶部1d上，并且保持壁以直立状态一体地模制在水平板的前边缘处。在上块的水平板的下表面和下空心块的顶部的顶表面之间设置防止水平方向上的两个表面之间的相对运动的防滑装置。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP4032086B2 Widening the road 有权
公开(公告)号：JP4032086B2
公开(公告)日：2008-01-16
申请号：JP2003403121
申请日：2003-12-02
申请人：興建産業株式会社
发明人：憲治野田
IPC分类号： E01C1/00
CPC分类号： Y02A30/68
摘要： PROBLEM TO BE SOLVED: To provide a widened road having a high strength which can be constructed in a short period of a construction period of time. SOLUTION: In a road widened continuously to a side of face of slope of an existing road having a footing body 10 embedded to a face of slope B sloped downward from the end portion of a road surface of an existing road A, also having subgrade panel supports 11 supported by the footing body 10 at the face of slope side; a footing body 12 at road side installed to the edge portion at the road surface side of the existing road A; and the subgrade panels 13 respectively supported by the footing body 12 at the road side and the subgrade panel supports 11 continuing to the widened road at the face of slope side of the existing road; a plurality of reversed L-shaped block bodies 14 comprising upper flat panels 15 and side panels 16 formed to one body from one end portion of the upper panel are provided, and the subgrade panel supports 11 and subgrade panels 13 are formed by combining together the L-shaped block bodies 14 as the features of this widened road. COPYRIGHT: (C)2005,JPO&NCIPI

6. 发明专利

JP3763062B2 How to build a bridge structure 有权
公开(公告)号：JP3763062B2
公开(公告)日：2006-04-05
申请号：JP2003064915
申请日：2003-03-11
申请人：興建産業株式会社
发明人：純一大力
IPC分类号： E01D21/00 , E01D1/00 , E01D19/02

7. 发明专利

JP2004346729A Widened road 有权
标题翻译：更宽阔的道路
公开(公告)号：JP2004346729A
公开(公告)日：2004-12-09
申请号：JP2003403121
申请日：2003-12-02
申请人： Koken Sangyo Kk , 興建産業株式会社
发明人： NODA KENJI
IPC分类号： E01C1/00
CPC分类号： Y02A30/68
摘要： PROBLEM TO BE SOLVED: To provide a widened road having a high strength which can be constructed in a short period of a construction period of time.
SOLUTION: In a road widened continuously to a side of face of slope of an existing road having a footing body 10 embedded to a face of slope B sloped downward from the end portion of a road surface of an existing road A, also having subgrade panel supports 11 supported by the footing body 10 at the face of slope side; a footing body 12 at road side installed to the edge portion at the road surface side of the existing road A; and the subgrade panels 13 respectively supported by the footing body 12 at the road side and the subgrade panel supports 11 continuing to the widened road at the face of slope side of the existing road; a plurality of reversed L-shaped block bodies 14 comprising upper flat panels 15 and side panels 16 formed to one body from one end portion of the upper panel are provided, and the subgrade panel supports 11 and subgrade panels 13 are formed by combining together the L-shaped block bodies 14 as the features of this widened road.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以在施工期的短时间内构建的具有高强度的加宽道路。
解决方案：在现有道路的斜坡面的一侧的道路上，已经从现有道路A的路面的端部向下倾斜的斜坡B的表面嵌入了具有基础体10的坡面的一侧，也是具有由倾斜侧面上的脚踏本体10支撑的路基板支撑件11; 在现有道路A的路面侧的边缘部分安装在路侧的基础体12; 分别由路基侧的脚踏主体12支撑的路基面板13，以及在现有道路的斜坡侧的路面上继续延伸的路基面板支撑部11; 设置多个反转的L形块体14，其包括从上板的一个端部形成为一体的上平板15和侧板16，并且路基板支撑件11和路基板13通过将 L形块体14作为这条扩阔道路的特征。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004250898A Construction method of l-shaped retaining wall 审中-公开
公开(公告)号：JP2004250898A
公开(公告)日：2004-09-09
申请号：JP2003039970
申请日：2003-02-18
申请人： Koken Sangyo Kk , 興建産業株式会社
发明人： NODA KENJI
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an L-shaped retaining wall which meets such a request that the retaining wall is necessary to have a certain extent of height by the L-shaped retaining wall to be integrally constructed.
SOLUTION: In the construction method of the L-shaped retaining wall, when back filling is performed in the case the L-shaped retaining wall (20) is constructed, a reinforced material (40) mounted on the back of the front wall (21) of the L-shaped retaining wall through a mounting means (23) is embedded in filling (30) to be back-filled, and it is so constructed that earth pressure acting on the front wall (21) caused by back-fill of the back of the retaining wall (20) is offset by drawing resistance force of the reinforced material to be generated by frictional contact with the filling (30) of the reinforced material (40).
COPYRIGHT: (C)2004,JPO&NCIPI

9. 发明专利

JP2003027566A Rainwater reservoir and infilterating tank 有权
标题翻译：雨水储存和输水罐
公开(公告)号：JP2003027566A
公开(公告)日：2003-01-29
申请号：JP2001219489
申请日：2001-07-19
申请人： Clion Co Ltd , Koken Sangyo Kk , クリオン株式会社 , 興建産業株式会社
发明人： HATANO KAZUYUKI , NAGAYOSHI TETSUO
IPC分类号： E03F1/00 , B01J20/10 , B01J20/20 , C02F1/28
摘要： PROBLEM TO BE SOLVED: To provide a rainwater reservoir and infilterating tank having superior anti pollution effect for ground water.
SOLUTION: In this rainwater reservoir and infilterating tank 1, a reservoir tank 3 is installed on the soil 2 infilterating rainwater. In the vessel, a bed floor layer 4 is provided on the soil 2 in the reservoir tank 3, and a purification material layer 5 is provided on the bed floor layer 4.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供对地下水具有优异的抗污染作用的雨水池和污水箱。解决方案：在这个雨水池和污水箱1中，在土壤2上安装了一个储水罐3，这种雨水几乎是湿润的。在容器中，在储水箱3的土壤2上设置有床层4，在床层4上设置净化材料层5。

10. 发明专利

JP2959502B2 How to build a porous conduit for C · c · box 失效
公开(公告)号：JP2959502B2
公开(公告)日：1999-10-06
申请号：JP130197
申请日：1997-01-08
申请人：住建コンクリート工業株式会社 , 株式会社ハッコー , 興建産業株式会社
发明人： MATSUMOTO KOJI , KOBAYASHI KEIICHI , KONDO JIRO , YANAKA HISAYUKI , KOGA MOTOYUKI
IPC分类号： E02B9/06 , E02F5/10 , F16L1/00 , F16L1/038 , H02G1/06
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a porous pipeline for a C.C.Box for a porous pipeline which becomes an underground buried wire combined groove. SOLUTION: In a porous pipeline for concrete precast C.C. Box used in a underground buried wire combined groove works, designated digging is performed and a precast foundation plate is laid on a foundation crushed stone which is subjected to leveling of ground and rolling. A porous pipe block groups 1' formed by assembling required number of arrays porous pipe blocks 1 and integrating the same by a suspension jig 6 special for seveal blocks is lifted by a heavy machine and installed, and subsequently the jig special for several blocks is removed to perform designated back filling.

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