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1. 发明专利

JP2017089324A 路面材、走行路盤の設置方法及び走行路盤構造审中-公开
公开(公告)号：JP2017089324A
公开(公告)日：2017-05-25
申请号：JP2015224024
申请日：2015-11-16
申请人：本清鋼材株式会社 , Honsei Kozai Kk , 積水化学工業株式会社 , Sekisui Chem Co Ltd , 丸栄コンクリート工業株式会社 , Maruei Concrete Industries Co Ltd , 株式会社ケミカル工事 , Kemikaru Koji:Kk , ゲートアップ合同会社 , Gate Up Llc
发明人： HOSHINO AKIO , KARIKAYA KOICHI , SAKAMOTO HIROAKI , OGUCHI TAKASHI , HAYASHI MASAKI , TANAHASHI HAJIME , KUNIKAWA MASAKATSU
IPC分类号： E01C9/02 , E01B25/28
摘要：【課題】専用軌道の走行路盤として、既存の舗装路盤をそのまま利用する構造や舗装路盤全体を強固な鉄筋コンクリート構造である場合には、構造上、運用上及び経費上に種々の問題がある。【解決手段】幅方向断面がコの字矩形であり長手方向に所定の長さを持つ両側面及び頂部面を有し、両側面に並列して頂部面の下側から一体に突出した1以上のリブを有し、両側面の先端部及びリブの先端部の少なくともいずれかは路盤上に接する幅広の接面である路面材を使用して、路盤に内部アンカーを定着し、この路面材をコの字矩形の開放面側を下側にして当該内部アンカーを内包する位置で路盤に設置して仮固定し、この路面材の内側にコンクリートを充填することで路面材の内周面、内部アンカー及び路盤面を接着させて路面材を路盤に固定することにより、走行路盤を設置する。【選択図】図6

2. 发明专利

JP2014211029A ブロックの据付有权
标题翻译：块的安装
公开(公告)号：JP2014211029A
公开(公告)日：2014-11-13
申请号：JP2013087185
申请日：2013-04-18
申请人：丸栄コンクリート工業株式会社 , Maruei Concrete Industries Co Ltd
发明人： ANDO NAOKI , OKUMURA HIDEKI , TANAHASHI HAJIME
IPC分类号： E03F3/04 , E03F5/04
CPC分类号： E03F3/04 , E03F5/04
摘要：【課題】ブロック据付用の昇降装置の運搬、着脱の手間を減らす。【解決手段】ブロック据付用の昇降装置は、ブロックbに固定する基体1をブロックbの前後方向長さより長くし、基体1の前端と後端にそれぞれジャッキ2を設け、前後のジャッキ2をブロックbの前側と後側に配置した状態で基体1をブロックb上に固定する構成にした。ジャッキ2は、プランジャ3を下向きに突出し、その下向き突出量を増減する構成にした。昇降装置は、ブロックbの左側部と右側部にそれぞれ装着し、両側の昇降装置の前後のジャッキ2を作動し、台車上のブロックbを台車の抜き取りのために持ち上げ、台車の抜き取り後にブロックbを基礎上に据え付けのために下ろす構成にした。【選択図】図1
摘要翻译：要解决的问题：减少用于块安装的提升装置的运输和安装/拆卸的时间和人力。解决方案：用于块安装的提升装置被配置为使得固定到块b的基板1比块b的长度方向的长度; 插座2分别设置在基板1的前端和后端; 并且基板在前后端口2分别配置在前端和后端的状态下固定在块体b上。每个插口2具有向下突出的柱塞3，并且向下突出的量增加/减少。提升装置安装在块体b的左侧部分和右侧部分上，起升装置的前后两侧的两个起重机2被致动，提升转向架上的块b以提取转向架并且在转向架被提取之后，块b被降低以将其安装在基础上。

3. 发明专利

JP2014095181A Precast structure 有权
标题翻译：预测结构
公开(公告)号：JP2014095181A
公开(公告)日：2014-05-22
申请号：JP2012245434
申请日：2012-11-07
申请人： Js Corp , 日本総合住生活株式会社 , Maruei Concrete Industries Co Ltd , 丸栄コンクリート工業株式会社
发明人： MATSUKAWA TADAFUMI , MATSUSHITA HIROAKI
IPC分类号： E04H9/14 , E04B1/348 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a precast structure which allows the area and height of an evacuation place to be easily changed while maintaining earthquake resistance and tsunami resistance.SOLUTION: A precast structure includes a foundation part 2, a plurality of independent structures 3 which is installed on the foundation part 2 and arranged at intervals in a span direction and a ridge direction, a roof part 4 which is installed on the plurality of independent structures 3 and constitutes an evacuation place, and two outside staircases 5 which connect the foundation part 2 and the roof part 4. Each independent structure 3 is formed by stacking a plurality of precast boxes 11 made of precast concrete in a perpendicular direction.
摘要翻译：要解决的问题：提供一种预制结构，其允许在保持抗震性和海啸阻力的同时容易地改变撤离场所的面积和高度。解决方案：预制结构包括基础部分2，多个独立结构3 安装在基础部件2上并沿跨度方向和脊方向间隔布置，安装在多个独立结构3上并构成排气处的屋顶部分4和连接基座部分的两个外部楼梯5 每个独立结构3通过在垂直方向堆叠由预制混凝土制成的多个预制箱11而形成。

4. 发明专利

JP2011144507A Arrangement of reinforcement in molding of reinforced concrete 有权
标题翻译：钢筋混凝土加固加固方案
公开(公告)号：JP2011144507A
公开(公告)日：2011-07-28
申请号：JP2010003717
申请日：2010-01-12
申请人： Kobax Kk , Maruei Concrete Industries Co Ltd , コバックス株式会社 , 丸栄コンクリート工業株式会社
发明人： SANPEI MASUMI , OKAMOTO TOMIO
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To reduce labor for arranging reinforcements in a form for molding reinforced concrete.
SOLUTION: In a form, the reinforcements 2 and 3 and an insert nut 4 are arranged in predetermined positions, respectively; concrete is charged; the reinforcements are embedded inside the concrete; the insert nut is embedded in the outer surface of the concrete; and a reinforced concrete molding is molded. In the method for molding the reinforced concrete molding, an annular member 6 fitted with the insert nut 4 is fitted into the end of the reinforcement 2; the insert nut with the annular member is arranged at the predetermined position in the form in a state in which an end of the reinforcement is fitted into the annular member; and the reinforcement is arranged in the predetermined position in the form, which is determined by dimensions of the insert nut with the annular member.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：减少用于模制钢筋混凝土的形式的增强件的工作。解决方案：在一种形式中，加强件2和3以及插入螺母4分别布置在预定位置; 混凝土充电; 加固件嵌入混凝土内; 嵌入螺母嵌入混凝土的外表面; 并且模制钢筋混凝土模制件。在用于模制钢筋混凝土模制件的方法中，装配有插入螺母4的环形构件6装配到加强件2的端部中; 具有环形构件的插入螺母在加强件的端部装入环形构件的状态下以形式布置在预定位置; 并且加强件以由具有环形构件的插入螺母的尺寸确定的形式布置在预定位置。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2008063911A Water-cut-off structure of coupling part of box culvert, water-cut-off method of coupling part of box culvert, and box culvert 审中-公开
标题翻译：框架连接部分的水切断结构，框架连接部分的水切断方法和箱体CULVERT
公开(公告)号：JP2008063911A
公开(公告)日：2008-03-21
申请号：JP2006245743
申请日：2006-09-11
申请人： Hayakawa Rubber Co Ltd , Maruei Concrete Industries Co Ltd , Nippon Concrete Kk , 丸栄コンクリート工業株式会社 , 日本コンクリート株式会社 , 早川ゴム株式会社
发明人： MIZUNO MASAHITO , KONDO YUTAKA , SUGIMOTO TOSHIYA , YOKOYAMA MINORU , KADOTA FUMIO , SUZUKI SHUICHI
IPC分类号： E21D11/38 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To securely cut off water from the joint of a box culvert even when the spaces between joints are expanded because of an earthquake or the like.
SOLUTION: An endless-shaped outer projection 36 is provided on the end surface 12 of one box culvert 2a. Then an endless-shaped inner projection 16, which is internally engaged with the outer projection 36, is provided on the end surface 14 of the other box culvert 2b. A water stop material 50, which is attached to the projection of either the inner projection 16 or the outer projection 36, is constituted by an embedded part 52 and a compressed part 54, and the boundary parts 56 are mutually strung in a constricted state. Then an inner elastic layer 58 made of elastic solid rubber and an outer hard layer 60 made of hard solid rubber are provided to the compressed part 54. The embedded part 52 is embedded in one projection 16 beforehand, and the compressed part 54 is brought into friction contact with the other projection 36. Thus, the compressed part 54 is pulled to the base end side of the one projection 16, and the compressed part 54 is compressed by being sandwitched between the outer peripheral surface 30 of the inner projection 16 and the inner peripheral surface 38 of the outer projection 36.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使当由于地震等引起关节之间的间隙膨胀时，也可以从箱涵的接头处切断水分。解决方案：在一个箱体涵洞2a的端面12上设置有环形的外凸部36。然后，在另一箱式涵洞2b的端面14上设置有与外侧突出部36内部嵌合的环状的内侧突起16。安装在内侧突出部16或外侧突起部36的突出部上的防水材料50由嵌入部52和压缩部54构成，边界部56相互串合成收缩状态。然后将由弹性实心橡胶制成的内弹性层58和由硬质固体橡胶制成的外层硬质层60设置在压缩部分54上。嵌入部分52预先嵌入一个突起部16中，使压缩部分54 因此，压缩部54被拉动到一个突起16的基端侧，并且压缩部54通过在内侧突起16的外周面30和外部突出部36的内周面38。（C）2008，JPO＆INPIT

6. 发明专利

JP2007239383A Construction of landscaping sheet pile wall 有权
标题翻译：景观板施工墙壁
公开(公告)号：JP2007239383A
公开(公告)日：2007-09-20
申请号：JP2006066198
申请日：2006-03-10
申请人： Maruei Concrete Industries Co Ltd , 丸栄コンクリート工業株式会社
发明人： SANPEI MASUMI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide technology for constructing a landscaping sheet pile wall constituted by covering a sheet pile wall with a decoration panel by reducing time and labor required for constructing the landscaping sheet pile wall.
SOLUTION: The decoration panels 1 are arranged in a row on a front face of the sheet pile wall 21, and a front side part and a rear side part in the direction of arrangement of the decoration panel are connected with the sheet pile wall. The decoration panel is provided with a screw hole 5 in the front side part in the direction of arrangement and a bolt connection part 6 and a bolt insertion part 7 in the rear side part in the direction of arrangement, and a connection device 16 passes through a bolt 18 screw-fitting a nut 19 in a front part. The connection device fixes the front part on the front side part in the direction of arrangement by the bolt 18 and the nut 19 and fixes a rear part on the front face of the sheet pile wall by welding. The decoration panel connects the front side part in the direction of arrangement with the sheet pile wall by the connection device and lets a head part of the bolt 18 protrude in front of the direction of arrangement. The next decoration panel is arranged in front of the direction of arrangement of a previous existing decoration panel, inserts a head part of a bolt 18 of the existing decoration panel into the bolt insertion part, lowers to fit a head part of a bolt 18 in the bolt insertion part into the bolt connection part, and connects the rear side part in the direction of arrangement with the sheet pile wall through the bolt 18 fixed to the existing decoration panel and the connection device.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过减少构建园景板桩墙所需的时间和劳动力来构造通过用装饰板覆盖板桩墙而构造的美化板桩墙的技术。解决方案：装饰板1在片桩壁21的前表面上排列成一排，并且装饰板的布置方向上的前侧部分和后侧部分与片桩连接壁。装饰面板在配置方向的前侧部分设置有螺纹孔5，并且在布置方向上的后侧部分中具有螺栓连接部6和螺栓插入部7，连接装置16通过螺栓18将螺母19螺钉固定在前部。连接装置通过螺栓18和螺母19将正面部分的前部部件固定在布置方向上，并且通过焊接将后部固定在板桩壁的前表面上。装饰面板通过连接装置将布置方向的前侧部分与片材桩壁连接，并且使螺栓18的头部在布置方向的前方突出。下一个装饰面板布置在先前存在的装饰面板的布置方向的前面，将现有装饰面板的螺栓18的头部插入螺栓插入部分中，降低以将螺栓18的头部部分装配在螺栓插入部分插入到螺栓连接部分中，并且通过固定到现有装饰面板和连接装置的螺栓18将布置方向的后侧部分与片材桩壁连接。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007177433A Portal precast concrete drain structure, drain system using the portal precast concrete drain structure and portal member used for precast concrete drain structure 审中-公开
标题翻译：门槛预制混凝土排水结构，排水系统使用门槛预制混凝土排水结构和用于预制混凝土排水结构的门槛构件
公开(公告)号：JP2007177433A
公开(公告)日：2007-07-12
申请号：JP2005374916
申请日：2005-12-27
申请人： Geostr Corp , Maruei Concrete Industries Co Ltd , Sekisui Chem Co Ltd , ジオスター株式会社 , 丸栄コンクリート工業株式会社 , 積水化学工業株式会社
发明人： IDE SEIKI , KISHIYA KOICHI , SOMA MINORU , TORII YOSHIYUKI , YONEI JIRO , NAKAJIMA TAKASHI
IPC分类号： E03F5/04 , E01C5/06
摘要： PROBLEM TO BE SOLVED: To provide a portal precast concrete drain structure, a drain system using the portal precast concrete drain structure and a portal member used for the portal precast concrete drain structure, superior in construction workability, and capable of efficiently recovering and draining sediment.
SOLUTION: Arm parts 16c and 16c having a pair of steps parts 16d and 16d on the upper surface side, respectively, are and integrally projected outward from respective outside surfaces of both right-left leg members 16 and 16 of the portal member 13, respectively. A position in the height direction of the upper surface of these steps 16d is positioned downward by the thickness of a paving precast concrete plate material 15 from the upper surface 14 of the portal member 13. FRP plate materials 20, etc. as a resin reinforced plate material are stuck to inside surfaces 16e and 16e of both right and left legs 16 and 16 on the lower side of the steps 16d by facing a water communication passage space 18.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供门式预制混凝土排水结构，使用入口预制混凝土排水结构的排水系统和用于门架预制混凝土排水结构的入口构件，施工作业性优良，能够有效回收并排放沉积物。解决方案：分别在上表面侧具有一对台阶部分16d和16d的臂部分16c和16c从入口构件的左右腿部件16和16的相应外表面向外一体地突出 13。这些台阶16d的上表面的高度方向的位置从入口构件13的上表面14向下定位在铺路预制混凝土板材15的厚度上。作为树脂增强件的FRP板材20等板材通过面对水连通通道空间18而被粘附在台阶16d的下侧的左右腿16和16的内表面16e和16e中。（C）2007，JPO＆INPIT

8. 发明专利

JP2007056887A Pipe body joint 审中-公开
标题翻译：管接头接头
公开(公告)号：JP2007056887A
公开(公告)日：2007-03-08
申请号：JP2005239454
申请日：2005-08-22
申请人： Maruei Concrete Industries Co Ltd , 丸栄コンクリート工業株式会社
发明人： YOSHIDA TETSURO
IPC分类号： F16L21/02 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a pipe body joint having improved sealing performance in an earthquake or ground displacement. SOLUTION: The pipe body joint is provided for connecting a plurality of concrete pipe bodies together to be buried. A fitting-in shaft portion 3 at the male connection end of the pipe body has a peripheral groove formed in the outer peripheral face where an elastic sealing ring 5 is fitted and mounted. A fitted-in hole portion 13 at the female connection end has a peripheral groove formed in the inner peripheral face where an elastic sealing ring 15 is fitted and mounted. When the male connection end is fitted to the female connection end, both elastic sealing rings 5, 15 are fitted to each other and the outer peripheral face of the inside elastic sealing ring 5 contacts the inner peripheral face of the outside elastic sealing ring 15 to compress both elastic sealing rings. The outer peripheral face of the elastic sealing ring 5 and the inner peripheral face of the elastic sealing ring 15 have mountain portions 6, 16 and valley portions 7, 17 alternately in the direction of the axial centers, respectively, and they are formed to be uneven in the direction of the axial centers. When both elastic sealing rings 5, 15 are fitted to each other, an uneven portion of the outer peripheral face meshes with an uneven portion of the inner peripheral face to put the outer peripheral face in contact with the inner peripheral face. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有改善的地震或地面位移密封性能的管体接头。解决方案：管体接头用于将多个混凝土管体连接在一起以埋设。在管体的阳连接端的嵌入轴部3具有形成在外周面上的周向槽，弹性密封环5装配并安装。在阴连接端的嵌入孔部13具有形成在弹性密封环15嵌合并安装的内周面的周缘槽。当阳连接端装配到阴连接端时，两个弹性密封环5,15彼此配合，并且内侧弹性密封环5的外周面与外部弹性密封环15的内周面接触，压缩弹性密封圈。弹性密封环5的外周面和弹性密封环15的内周面分别在轴心方向上交替地具有山部6,16和谷部7,17，并且它们形成为轴向中心方向不均匀。当两个弹性密封环5,15彼此嵌合时，外周面的不平坦部分与内周面的凹凸部分啮合，使外周面与内周面相接触。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006104820A Covering block for revetment, and method of covering revetment 有权
标题翻译：覆盖块用于修复，以及覆盖方法
公开(公告)号：JP2006104820A
公开(公告)日：2006-04-20
申请号：JP2004294422
申请日：2004-10-07
申请人： Maruei Concrete Industries Co Ltd , 丸栄コンクリート工業株式会社
发明人： TANAHASHI TAKASHI , SANPEI MASUMI
IPC分类号： E02B3/14
摘要： PROBLEM TO BE SOLVED: To provide a covering block for a revetment, and a method of covering the revetment, economical in respect of a construction period and a construction cost by simplifying height adjustment which requires time and labor in installing the covering block of the revetment.
SOLUTION: The covering block for the revetment comprises a foundation block 2, a long-sized vertical beam member 3 formed in approximately I-shaped cross section and formed with through holes 31 in a lateral direction at spaces, and a covering block 4 formed by connecting a surface member 41 and a back face member 42 by a plurality of relay members 43.
COPYRIGHT: (C)2006,JPO&NCIPI

10. 发明专利

JP2005220695A Retaining wall block with gutter block and method of installing the same 有权
标题翻译：用GUTTER块保留墙壁块和安装它的方法
公开(公告)号：JP2005220695A
公开(公告)日：2005-08-18
申请号：JP2004032069
申请日：2004-02-09
申请人： Maruei Concrete Industries Co Ltd , 丸栄コンクリート工業株式会社
发明人： TANAHASHI TAKASHI , SUZUKI TOYOTARO
IPC分类号： E03F5/04
摘要： PROBLEM TO BE SOLVED: To provide a retaining wall block with a gutter block capable of forming a retaining wall with gutters having excellent stability without uneven settlement, usable for a long period, enabling the installation of a fence thereto, and having excellent safety.
SOLUTION: This retaining wall block with the gutter block comprises a retaining wall block 100 cut out on the top end inner surface side and having a hole-like part 130 for a fence formed by surrounding the side face of the cutout part by a plate 140 having a bolt insert part 141 and a gutter block 200 from which a bolt 210 of a length equal to the bolt insert part 141 projects. The bolt 210 is fitted to the bolt fitted part 141 of the plate 140 to form the gutter block 200 integrally with the retaining wall block 100.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供具有能够形成具有优异的稳定性的沟槽的挡土墙的挡土块，而不会产生不均匀的沉降，可长期使用，能够安装围栏，并且具有优异的安全。解决方案：具有沟槽块的挡土墙块包括在顶端内表面侧上切出的挡土墙块100，并且具有用于通过围绕切口部分的侧面围绕切口部分形成的挡板的孔状部分130 具有螺栓插入部分141和沟槽块200的板140，螺栓210的长度等于螺栓插入部分141从该板突出。螺栓210被装配到板140的螺栓装配部分141上，以与挡土墙块100一体地形成沟槽块200.（C）2005年，JPO和NCIPI

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