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71. 发明专利

JP3781123B2 Subsidence prevention structure of the bridge abutment in bridge 有权
公开(公告)号：JP3781123B2
公开(公告)日：2006-05-31
申请号：JP2004054754
申请日：2004-02-27
申请人：エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人：光弘徳野 , 文博齋藤
IPC分类号： E02D27/34 , E01D19/02 , E02D27/30 , E02D27/32

72. 发明专利

JP3732468B2 Reinforcing structure of the truss bridge or arch bridge 有权
公开(公告)号：JP3732468B2
公开(公告)日：2006-01-05
申请号：JP2002258898
申请日：2002-09-04
申请人：エコジャパン株式会社 , 朝日エンヂニヤリング株式会社 , 株式会社エスイー
发明人：良彰中井 , 光弘徳野 , 征男竹島 , 文博齋藤
IPC分类号： E01D6/00 , E01D1/00 , E01D4/00 , E01D22/00
CPC分类号： E01D1/005 , E01D6/00 , E01D22/00

73. 发明专利

JP2005336841A Shade block mounting structure of revetment sheet pile 有权
标题翻译：倒角块的安装块安装结构
公开(公告)号：JP2005336841A
公开(公告)日：2005-12-08
申请号：JP2004156757
申请日：2004-05-26
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a shade block mounting structure of a revetment sheet pile for easily, safely and inexpensively performing shade block installation and construction work in a short construction period only by work for filling a limited quantity of mortar, by abolishing a construction method for placing a large quantity of concrete at a job site in a conventional shade block cavity.
SOLUTION: In this shade block mounting structure, a shade block 4 is provided with a fitting groove 6 having the depth substantially equal to a shade block insertion margin 2e of the upper end of the revetment sheet pile 2 and opening on a shade block under surface and both end surfaces having a shape similar to an end surface shape of the sheet pile 2; the insertion margin 2e is set by allowing an upper end surface 2c of the insertion margin 2e inserted into the groove 6 to abut on an upper bottom surface of the groove 6; the shade block 4 is communicated with the other groove 6 by forming a support part for receiving a cargo on the sheet pile 2; mortar is injected into the groove 6 via an injection port 7 by arranging the injection port 7 opening on an upper surface of the shade block 4; the insertion margin 2e is joined to a front inside surface 6a and a rear inside surface 6b; and the shade block 4 is mounted on the upper end of the sheet pile 2.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了容易地，安全地且廉价地执行遮光板安装和施工工作，在短的施工期间，仅通过用于填充有限数量的砂浆的工作来提供护岸板桩的遮光板安装结构，通过废除了将大量混凝土放置在常规挡板腔中的作业现场的施工方法。解决方案：在该遮光板安装结构中，遮光板4设置有嵌合槽6，该嵌合槽6的深度基本上等于护岸纸堆2的上端的遮光板插入边缘2e，并且在遮光板块体下表面和两个端面具有与片状桩2的端面形状类似的形状; 通过使插入槽6的插入边缘2e的上端面2c抵接在槽6的上底面上来设定插入边缘2e; 遮光板4通过形成用于在纸张堆2上接收货物的支撑部而与另一个槽6连通; 通过将喷射口7设置在遮光板4的上表面上，通过喷射口7将砂浆喷射到凹槽6中; 插入边缘2e接合到前内表面6a和后内表面6b; 并且遮光板4安装在纸张堆2的上端。版权所有（C）2006，JPO＆NCIPI

74. 发明专利

JP2005299256A Expansion joint structure in expansion gap between bridge floor slabs 有权
标题翻译：桥梁板块之间的扩展缝隙扩展接头结构
公开(公告)号：JP2005299256A
公开(公告)日：2005-10-27
申请号：JP2004118219
申请日：2004-04-13
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E01C11/02 , E01D19/06 , E01D101/40
摘要： PROBLEM TO BE SOLVED: To provide an expansion joint structure in an expansion gap between bridge floor slabs for effectively preventing a water leakage caused by crack initiation of a pavement part between the floor slabs in the expansion gap between the bridge floor slabs to effectively prevent a downward water leakage through the expansion gap.
SOLUTION: In this expansion joint structure in the expansion gap between the bridge floor slabs, a plurality of joint grooves 5 extending in the bridge width direction and spaced in the bridge length direction are provided on the surface of the pavement part 4' between the floor slabs straddling the expansion gap 3 between the floor slabs 1, 2, and the depth of each joint groove 5 is set to a depth reaching the center part of thickness of the pavement part 4' between the floor slabs to form a thin-walled joint part 6 of the pavement part 4' between the floor slabs under the bottom part of the joint groove 5. The pavement part 4' between the floor slabs is partitioned into a plurality of pavement blocks 4a by forming the respective joint grooves 5, and an elastic sealant 7 is filled in each joint groove 5.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在桥面板之间的膨胀间隙中提供膨胀接头结构，用于有效地防止在桥面板之间的膨胀间隙中的楼板之间的路面部分的开裂引起的漏水至有效防止膨胀缝隙向下漏水。解决方案：在桥式楼板间的膨胀间隙的膨胀接头结构中，在路面部4'的表面上设置有沿桥宽方向延伸并沿桥长方向隔开的多个接合槽5，在跨过地板1,2之间的膨胀间隙3的地板和各接合槽5的深度之间的层叠板被设定为到楼板之间的路面部4'的厚度的中心部的深度，形成薄的在接合槽5的底部下方的地板之间的路面部4'的相互接合的部分6。通过形成各个接合槽5将地板之间的路面部分4'分隔成多个路面块4a ，并且在每个接合槽5中填充弹性密封剂7.版权所有（C）2006，JPO＆NCIPI

75. 发明专利

JP3708517B2 Floor structure 有权
公开(公告)号：JP3708517B2
公开(公告)日：2005-10-19
申请号：JP2002351636
申请日：2002-12-03
申请人：エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人：光弘徳野 , 和俊津田 , 文博齋藤
IPC分类号： E01D15/133 , E01D2/00 , E01D2/02 , E01D15/12 , E01D19/12 , E01D101/40 , E04B5/02 , E04B5/10 , E04C3/292
CPC分类号： E04C3/292 , E01D19/125 , E01D2101/30 , E04B5/10

76. 发明专利

JP3708495B2 Of slab bridge structure 有权
公开(公告)号：JP3708495B2
公开(公告)日：2005-10-19
申请号：JP2002086134
申请日：2002-03-26
申请人：エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人：光弘徳野 , 和俊津田 , 文博齋藤
IPC分类号： E01D1/00 , E01D2/00 , E01D19/12 , E01D101/30
CPC分类号： E01D2/00 , E01D19/125 , E01D2101/268

77. 发明专利

JP2005281969A Pc floor slab bridge 有权
标题翻译：电脑铺板
公开(公告)号：JP2005281969A
公开(公告)日：2005-10-13
申请号：JP2004092990
申请日：2004-03-26
申请人： Asahi Engineering Kk , Eko Japan Kk , Se Corp , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社 , 株式会社エスイー
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO , TAKESHIMA MASAO
IPC分类号： E01D1/00 , E01D2/04 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a PC floor slab bridge for secularly and soundly maintaining the function, by exhibiting the superior load distribution function, by surely transmitting a vehicle load applied to respective PC girders to adjacent PC girders.
SOLUTION: This PC floor slab bridge is formed by supporting both ends in the bridge length direction of the respective PC girders 1 by a pier 2 by juxtaposing the PC girders 1 in large numbers in the bridge width direction. The PC floor slab bridge is constituted so that an upper bearing plate 12 is arranged so as to straddle between upper surfaces 1a of the adjacent PC girders 1; the upper bearing plate 12 and a lower bearing plate 13 are inserted into an elongate groove 3 extending in the bridge length direction between the adjacent PC girders 1, or are fastened by a fastening bar or a fastening cable 14 vertically penetrated via filling concrete 4 filled in the elongate groove 3; and the adjacent PC girders 1 are sandwiched between the upper bearing plate 12 and the lower bearing plate 13.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过显示出优异的负载分配功能，通过肯定地将施加到各个PC大梁的车辆载荷传递到相邻的PC大梁来提供一种PC地板桥梁，用于通过显着地保持该功能的长期和稳定地保持该功能。解决方案：该PC楼板桥梁是通过在桥梁宽度方向上大量并列PC大梁1，通过墩座2来支撑各个PC桁架1的桥梁长度方向上的两端形成的。 PC楼板桥构造成使得上支承板12布置成跨越相邻的PC大梁1的上表面1a之间; 上轴承板12和下支承板13插入到在相邻的PC大梁1之间沿桥梁长度方向延伸的细长槽3中，或者通过填充混凝土4的垂直穿过的紧固杆或紧固电缆14来紧固在细长槽3中; 并且相邻的PC大梁1夹在上轴承板12和下支承板13之间。（C）版权所有（C）2006，JPO＆NCIPI

78. 发明专利

JP2005232756A Hooking reinforcement placing sheet 有权
标题翻译：吊装加固片
公开(公告)号：JP2005232756A
公开(公告)日：2005-09-02
申请号：JP2004042051
申请日：2004-02-18
申请人： Asahi Engineering Kk , Eko Japan Kk , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO
IPC分类号： E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement placing sheet easy to mount on a first reinforcement hooked on a second reinforcement for maintaining sound reinforcement placing function while effectively solving problems a hook of the first reinforcement is deformed and removed from the second reinforcement resulting from the fall of the reinforcement placing sheet off the first reinforcement due to the movement and the swell of a concrete encircled by the reinforcements.
SOLUTION: The reinforcement placing sheet 1 consists of thin sheet materials to be used when the hook 3 at the end of the first reinforcement 2 is hooked on the way of extension of the second reinforcement 4 and placed in engagement therewith. It comprises a first joint sheet 6 at one end, a second joint sheet 7 at the other end, rising from the end of the first joint sheet 6, a first joint hole 8 through which the hook 3 of the first reinforcement 2 is inserted into the first joint sheet 6, and a second joint hole 9 through which a hook ranging end 2a of the first reinforcement 2 is inserted into the second joint sheet 7. The second joint hole 9 has a reinforcement guide port 10 opened at one edge of the second joint sheet 7 and formed ranging to the inner end.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种易于安装在钩在第二加强件上的第一加强件上用于保持扩声放置功能的增强放置片，同时有效地解决问题，第一加强件的钩变形并从第二加强件移除这是由于由于加强件包围的混凝土的运动和膨胀引起的增强放置片从第一加强件的下落。解决方案：当第一加强件2的端部处的钩3在第二加强件4的延伸方向上钩住并与其配合时，加强布置片材1由薄片材料构成。它包括一端的第一接合片6，另一端的第二接合片7从第一接合片6的端部上升，第一接合孔8，第一加强件2的钩3穿过该第一接合孔8插入第一接合片6和第二接合孔9，第一加强件2的钩部端部2a通过该第二接合孔9插入到第二接合片7中。第二接合孔9具有在第一接合片6的一个边缘处开口的加强引导端口10 第二接合片7形成为内端。版权所有（C）2005，JPO＆NCIPI

79. 发明专利

JP3642771B2 Cylindrical vertical hole of earth retaining wall structure 有权
公开(公告)号：JP3642771B2
公开(公告)日：2005-04-27
申请号：JP2002242444
申请日：2002-08-22
申请人：エコジャパン株式会社 , 朝日エンヂニヤリング株式会社
发明人：光弘徳野 , 和俊津田 , 文博齋藤
IPC分类号： E02D5/04

80. 发明专利

JP2005090014A Channel repairing/reinforcing method and channel structure 审中-公开
标题翻译：通道修复/增强方法和通道结构
公开(公告)号：JP2005090014A
公开(公告)日：2005-04-07
申请号：JP2003322380
申请日：2003-09-16
申请人： Eko Japan Kk , Mitsuhiro Tokuno , エコジャパン株式会社 , 徳野光弘
发明人： SAITO FUMIHIRO , TOKUNO MITSUHIRO
IPC分类号： E02B5/02
摘要： PROBLEM TO BE SOLVED: To efficiently repair/reinforce a dilapidated or damaged channel without suspending water supply while securing the required minimum amount of water on the lower reaches where water supply is needed. SOLUTION: A flexible pipe is laid at a lower part of the dilapidated or damaged channel. The required minimum amount of water is thereby secured for a supply part where water supply cannot be suspended, and a part to be repaired/reinforced is dried to carry out repairing/reinforcing construction. The flexible pipe is not temporarily installed but buried in the channel with concrete or mortar after repairing/reinforcing and used as it is. COPYRIGHT: (C)2005,JPO&NCIPI

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