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1. 发明专利

JP6363988B2 セメントミルクの製造方法及び製造装置审中-公开
公开(公告)号：JP6363988B2
公开(公告)日：2018-07-25
申请号：JP2015254358
申请日：2015-12-25
申请人：丸藤シートパイル株式会社 , 有限会社大翔化学研究所
发明人：小野貴司 , 阿久津和也 , 山中隆行 , 羽田大樹
IPC分类号： E02D3/12 , B28C7/04

2. 发明专利

JP2014177827A Core material and soil cement continuous wall construction method using the same 有权
标题翻译：使用相同的核心材料和土壤水泥连续墙结构方法
公开(公告)号：JP2014177827A
公开(公告)日：2014-09-25
申请号：JP2013052967
申请日：2013-03-15
申请人： Kajima Corp , 鹿島建設株式会社 , Marufuji Sheet Piling Co Ltd , 丸藤シートパイル株式会社
发明人： ASANO RISABURO , KUMAKIRI HISAO , HORII TAKASHI , IKEDA KEIJI , SEKIGUCHI NATSUMI , SENDA YUKIHISA , OKADA SATOSHI , UCHIDA AKIRA , OKUWAKI AKIRA
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a soil cement continuous wall and a core material used therefor, capable of erecting the core material, capable of improving an insertion property of the core material, capable of also securing erection accuracy and hole drilling accuracy of the core material even when constituted in this way, capable of further shortening a construction period, capable of reducing a frequency of jointly using a vibration hammer, and capable of construction of taking into consideration a neighbourhood environment.SOLUTION: A foundation is excavated by a multiple spindle kneading auger machine, and a continuous integral wall body is established by successively lapping an element of continuing an excavation round hole of containing a mixture of a consolidation liquid and excavation sediment in a state of being tied in a row in the foundation, or the foundation is excavated by a chain saw type cutter post connected to a base machine, and excavation of a groove and injection of a solidification liquid, mixing and agitation with in-site soil are executed by moving in the lateral direction, and when executing soil cement continuous wall construction for establishing a soil cement wall of continuing in the ground, H-shaped steel being a stress burden material (a core material) inserted into the excavation round hole of the element is installed by successively diametrically reducing a flange width so as to taper off toward the tip.
摘要翻译：要解决的问题：为了提供一种土壤水泥连续壁的构造方法和用于其的芯材，能够竖立芯材，能够提高芯材的插入性能，还能够确保安装精度和钻孔精度即使以这种方式构成的芯材的精度也能够进一步缩短施工周期，能够减少联合使用振动锤的频率，并且能够考虑邻近环境的构造。解决方案：挖掘基础通过多轴捏合螺旋推运机和连续一体的壁体，通过连续研磨连续挖掘圆孔的元素，其中包含固结液体和开挖沉积物的混合物，该混合物在基础上被连成一排或者基础是通过连接到基础机器的链锯式刀架挖掘出来的，并进行挖掘通过沿横向移动，通过在现场土壤中进行混合和搅拌，并且当执行土壤水泥连续墙结构以建立在地面上连续的土壤水泥墙时，形成H形插入到元件的挖掘圆孔中的应力负荷材料（芯材）的钢通过连续地径向减小凸缘宽度而被安装成朝向顶端渐缩。

3. 发明专利

JP2008163687A Covering plate fastener and covering plate fastening method 有权
标题翻译：覆盖板紧固件和覆盖板紧固方法
公开(公告)号：JP2008163687A
公开(公告)日：2008-07-17
申请号：JP2006356461
申请日：2006-12-28
申请人： Marufuji Sheet Piling Co Ltd , 丸藤シートパイル株式会社
发明人： SUZUKI OSAMU , AZUMA KAZUHIRO , ISHIZUKA KUNIO , SHIMIZU YOSHIMI , TOKUNAGA HIROKAZU
IPC分类号： E01C9/08
摘要： PROBLEM TO BE SOLVED: To fix a covering plate onto a receiving beam by mounting a fastening plate joined to the lower part of a bolt inserted through the covering plate on the receiving beam with nut fastening.
SOLUTION: A bearing member 5 is provided at a lower end 4
1 of the fastening bolt 4 inserted through a through-hole 11 from the side of an upper face 1
1 of the covering plate 1. The fastening plates 3 are arranged on both sides across the bearing member 5 and turnably joined to a mounting shaft 6. The weight of a receiving beam side portion A of the fastening plate 3 around the mounting shaft is increased, and the weight of a portion B in contact with a lower face 1
2 of the covering plate on the opposite side to the receiving beam side portion A is reduced. A stopper 9 is provided on the portion B of the fastening plate 3 in contact with the lower face of the covering plate for restricting a descending inclination with the weight of the receiving beam side portion A. The portion B of the fastening plate 3 in contact with the lower face of the covering plate is formed in a circular shape r. An upper side portion of the fastening plate on the receiving beam side is formed as a fastening portion 3
1 of the receiving beam 2. A smooth face 8' of an angle member 8 is formed on a portion of the lower face 1
2 of the covering plate in contact with the fastening plate.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过将通过盖板插入的螺栓的下部的紧固板安装在具有螺母紧固的接收梁上，将覆盖板固定在接收梁上。解决方案：轴承构件5设置在紧固螺栓4的从上表面1 1侧穿过通孔11插入的下端4S / SB'。紧固板3跨越轴承构件5布置在两侧，并可转动地连接到安装轴6.紧固板3的安装轴的接收梁侧部分A的重量是与接收侧侧部分A相反侧的覆盖板的下表面1 2 接触的部分B的重量减小。止动件9设置在紧固板3的与盖板的下表面接触的部分B上，用于限制接收梁侧部分A的重量的下降倾斜。紧固板3的接触部分B 覆盖板的下表面形成为圆形r。接收梁侧的紧固板的上侧部分形成为接收梁2的紧固部分3 1 。角部件8的平滑面8'形成在覆盖板的下表面1 2 与紧固板接触。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP3729949B2 H-shaped steel hanging equity for Peace 失效
公开(公告)号：JP3729949B2
公开(公告)日：2005-12-21
申请号：JP29928296
申请日：1996-10-24
申请人：丸藤シートパイル株式会社
发明人：靖久堀場 , 由美子岩下 , 恒義日置 , 和弘東 , 卓也田村
IPC分类号： E02D13/00

5. 发明专利

JP3636302B2 Jig to be used in the consolidated and demolition method and the method of the multi-axis auger screw rod 有权
公开(公告)号：JP3636302B2
公开(公告)日：2005-04-06
申请号：JP2000402514
申请日：2000-12-28
申请人：丸藤シートパイル株式会社
发明人：幸令千葉 , 靖久堀場 , 章平羽深
IPC分类号： E02F5/02

6. 发明专利

JP2004068405A Hanging method for laying steel plate 审中-公开
公开(公告)号：JP2004068405A
公开(公告)日：2004-03-04
申请号：JP2002228783
申请日：2002-08-06
申请人： Marufuji Sheet Piling Co Ltd , 丸藤シートパイル株式会社
发明人： HORIBA YASUHISA , AZUMA KAZUHIRO , NAKAI MASAKI , HIOKI TSUNEYOSHI , WATANABE TOMONORI
IPC分类号： E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a hanging method for facilitating the laying of steel plates on a flat ground or slope by four-point hanging the steel plate.
SOLUTION: A hanger (a hook) 20 having a vertically movable camber 22 attached to one end face of a hanger body is locked on four hanging holes 12 formed in the steel plate. In inserting the hanger 20 in the hole 12, the camber 22 is moved upward along the hanger body, and after the hook 21 reaches the lower edge of the hole 12, the camber 22 is lowered to an initial position to engage the hook 21 with the hole 12. In order to secure a space for hanging the hook 21 between the upper and lower steel plates in carrying in and out the steel plate 10, a hole 13 for mounting a steel plate height adjusting material 30 is formed in a position at a designated distance from the hanging hole 12. Since the steel plates 10 are hoisted at four points, the steel plates can be laid on the slope according to its gradient by adjusting the length of a wire so as to improve work efficiency and since it is not necessary to lay down the steel plate toward the laying surface after lifting, it is extremely safe.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP6799425B2 アダプター部材及び山留支保工構造有权
公开(公告)号：JP6799425B2
公开(公告)日：2020-12-16
申请号：JP2016185529
申请日：2016-09-23
申请人：丸藤シートパイル株式会社
发明人：平形義明 , 福原俊久 , 内山喜章
IPC分类号： E02D17/04

8. 发明专利

JP2020165287A 鋼材の組合せ構造体,土留め壁の構築方法,及び土留め壁用上杭の撤去方法审中-公开
公开(公告)号：JP2020165287A
公开(公告)日：2020-10-08
申请号：JP2020040371
申请日：2020-03-09
申请人：丸藤シートパイル株式会社
发明人：平形義明 , 小野貴司 , 福原俊久
IPC分类号： E02D5/08 , E02D17/04 , E02D5/06
摘要：【課題】土留め壁用芯材の上杭の撤去作業を迅速かつ簡単に実施可能にする芯材および山留め壁の構築方法を提供する。【解決手段】上杭10と下杭20が連結手段30によって解除可能に連結された組合せ構造体100であって,連結手段30は,上杭10と下杭20に取り付けられた鞘部材31と,この鞘部材31によって画定された空間に差し込まれる柱部材32とを備える。柱部材32を鞘部材31によって画定された空間に差し込むことで上杭10と下杭20が連結する。また,上杭10を撤去するときには,上杭10を上方に引き上げることで下杭20との連結状態が解除される。【選択図】図3

9. 发明专利

JP6676341B2 山留支保工構造及びその構築方法有权
公开(公告)号：JP6676341B2
公开(公告)日：2020-04-08
申请号：JP2015216795
申请日：2015-11-04
申请人：丸藤シートパイル株式会社
发明人：田中肇 , 松尾三郎 , 佐藤洋平
IPC分类号： E02D17/04

10. 发明专利

JP2017089130A 山留支保工構造及びその構築方法审中-公开
公开(公告)号：JP2017089130A
公开(公告)日：2017-05-25
申请号：JP2015216795
申请日：2015-11-04
申请人：丸藤シートパイル株式会社 , Marufuji Sheet Piling Co Ltd
发明人： TANAKA HAJIME , MATSUO SABURO , SATO YOHEI
IPC分类号： E02D17/04
摘要：【課題】火打ち梁を省略して作業空間を広く確保するとともに,火打ち梁を用いない場合であっても腹起しの変形を防止して,作業空間の平面形状を安定的に保持することのできる山留支保工構造を提供する。【解決手段】山留支保工構造は,地盤の掘削面に当接するように立設した複数の土留壁10と,複数の土留壁10によって画定される作業空間の四隅に配置された複数の平面L字型のコーナー部材20と,コーナー部材20に接合されて土留壁10を支持するように水平に架け渡された複数の腹起し30と,を備える。【選択図】図1

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