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1. 发明专利

JP2009019370A Construction joint structure of underground wall and forming implement and constructing method of construction joint part of underground wall 审中-公开
标题翻译：地下墙施工接头结构与地下建筑施工联合施工方法
公开(公告)号：JP2009019370A
公开(公告)日：2009-01-29
申请号：JP2007181282
申请日：2007-07-10
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI , HIRATA MASAMI , YOKOYAMA BANSHI , KATO MAMORU , SHIJO JUNICHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To follow deformation and secure a water cut-off property over a long period of time even in the case that a deformation load acts on an underground wall in construction joint parts of the underground walls caused by earthquake motion and the like.
SOLUTION: A construction joint part 10 of underground walls 2 is provided with both a joint metal 20 buried in a first-placed panel 3A and a last-placed panel 3B in such a way as to be passed through their connecting surfaces F and a cut-off plate 30 buried in the first-placed panel 3A and the last-placed panel 3B in such a way as to be passed through their connecting surfaces F and having flexibility higher than that of the joint metal 20.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使在变形负荷作用于由地震运动造成的地下墙建筑接头部分的地下墙壁的情况下，也可以长时间跟随变形并确保断水性能等等。解决方案：地下壁2的施工接头部分10设置有埋入第一放置的板3A和最后放置的板3B中的接合金属20，以使其通过其连接表面F 以及被掩埋在第一放置的板3A和最后放置的板3B中以便通过其连接表面F并且具有高于接合金属20的柔性的柔性的截止板30。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2013177808A Construction method for earth retaining wall, construction method for pile, pile, and boring machine 有权
标题翻译：地板保持墙施工方法，桩，桩，镗床施工方法
公开(公告)号：JP2013177808A
公开(公告)日：2013-09-09
申请号：JP2013109202
申请日：2013-05-23
申请人： Ohbayashi Corp , 株式会社大林組 , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI
IPC分类号： E02D5/18 , E02D3/12 , E02D5/36
摘要： PROBLEM TO BE SOLVED: To provide a construction method for constructing a cast-in-place pile that is low-cost and saves trouble in a site where the groundwater level is high.SOLUTION: At a position corresponding to an outer periphery of a cast-in-place pile 30, a plurality of soil cement columns 11 are constructed such that lower ends thereof reach a depth lower than the groundwater level and do not reach a depth corresponding to a lower end of the cast-in-place pile 30, and a soil cement wall 10 composed of the plurality of soil cement columns 11 connected to each other annularly is constructed. A drilled hole is formed by drilling a ground 1 while filled with a stabilizing liquid down to a depth corresponding to the lower end of the cast-in-place pile 30 through inside the soil cement wall 10, an iron-reinforced cage is arranged in the drilled hole, and concrete 15 is case into the drilled hole.
摘要翻译：要解决的问题：提供一种低成本的现浇堆施工方法，在地下水位高的地方节省了麻烦。解决方案：在对应于铸件外周的位置在地桩30中，多个土体水泥柱11构造成使其下端达到低于地下水位的深度，并且不达到对应于现浇桩30的下端的深度，并且构造由多个相互连接的土壤水泥柱11构成的土壤水泥壁10。在通过在土壤水泥壁10的内部通过钻入地面1同时填充稳定液体到达到现浇桩30的下端的深度的深度来形成钻孔，铁质保持架布置在钻孔和混凝土15是进入钻孔的壳体。

3. 发明专利

JP2013147933A Earth retaining wall construction method, cast-in-place pile construction method, earth retaining wall, and cast-in-place pile 有权
标题翻译：地板保持墙施工方法，建筑施工方法，地球保持墙和插入式桩
公开(公告)号：JP2013147933A
公开(公告)日：2013-08-01
申请号：JP2013098179
申请日：2013-05-08
申请人： Ohbayashi Corp , 株式会社大林組 , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI
IPC分类号： E02D5/18 , E02D5/38
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive and convenient method for constructing a cast-in-place pile in a site where a ground water level is high.SOLUTION: At a position equivalent to the outer periphery of a cast-in-place pile 30, a plurality of soil cement columns 11 are constructed so that their lower ends reaches a depth lower than the ground water level and does not reach a depth equivalent to the lower end of the cast-in-place pile 30, a soil cement wall 10 is constructed having the plurality of soil cement columns 11 annularly connected together, and a ground 1 is drilled to form a drilled hole in the state of stabilizer filled in the drilled hole up to the depth equivalent to the lower end of the cast-in-place pile 30 through the inside of the soil cement wall 10. A reinforcement cage is arranged in the drilled hole, and concrete 15 is placed in the drilled hole.
摘要翻译：要解决的问题：为了在地下水位高的地方提供一种便宜且方便的在现场桩施工的方法。解决方案：在等同于现浇桩的外围的位置如图30所示，多个土体水泥柱11构造成使其下端达到比地下水位低的深度，不达到与现浇堆30的下端相当的深度，土壤水泥壁 10被构造成具有环形连接在一起的多个土壤水泥柱11，并且钻出地面1以在填充在钻孔中的稳定器的状态下形成钻孔，直到相当于铸件下端的深度通过土壤水泥墙10的内部放置桩30。在钻孔中布置加固笼，混合物15放置在钻孔中。

4. 发明专利

JP2011012443A Construction method for soil cement structure and the soil cement structure 审中-公开
标题翻译：土工水泥结构施工方法及土体水泥结构
公开(公告)号：JP2011012443A
公开(公告)日：2011-01-20
申请号：JP2009157148
申请日：2009-07-01
申请人： Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a soil cement structure, which connects soil cement columns mutually without cutting a side section of the soil cement column when constructing a soil cement wall by connecting the soil cement columns.SOLUTION: This construction method for the soil cement wall 10 to be constituted by connecting a plurality of soil cement columns 30, 31 mutually includes: a step for constructing the soil cement column 30 on one side among adjacent soil cement columns 30, 31; a step for drilling a hole in part equivalent to the soil cement column 31 on the other side in the ground and pouring cement milk while stirring the part in the ground; and a step for jetting and stirring a connection part 41 between the soil cement column 31 and the soil cement column 30 on the one side in the ground to connect the soil cement column 30 on the one side with the soil cement column 31 on the other side.
摘要翻译：要解决的问题：提供一种土壤水泥结构的施工方法，在通过连接土壤水泥柱构造土壤水泥墙时，相互连接土壤水泥柱而不切割土壤水泥柱的侧面。解决方案：该施工方法对于通过连接多个土壤水泥柱30,31构成的土壤水泥墙10相互包括：在相邻的土壤水泥柱30,31中的一侧上构造土壤水泥柱30的步骤; 一部分相当于地面另一侧的土壤水泥柱31钻孔，并在搅拌地面部分的同时倾倒水泥牛奶的步骤; 以及在土壤一侧的土壤水泥柱31和土壤水泥柱30之间喷射和搅拌连接部分41的步骤，将一侧的土壤水泥柱30与另一侧的土壤水泥柱31连接侧。

5. 发明专利

JP2009019371A Forming implement and constructing method of construction joint part of underground wall and underground wall 有权
标题翻译：地下墙和地下墙的施工接头部分的形成实施和构造方法
公开(公告)号：JP2009019371A
公开(公告)日：2009-01-29
申请号：JP2007181283
申请日：2007-07-10
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI , HIRATA MASAMI , YOKOYAMA BANSHI , KATO MAMORU , SHIJO JUNICHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To prevent concrete from flowing into an implement which forms a construction joint part and holds a joint metal without requiring a time or labor when a first-placed panel is constructed.
SOLUTION: The implement 100 which forms the construction joint part freely detachably holds a joint metal for joining a first-placed panel and a last-placed panel of continuous underground walls to each other by burying its both ends in the first-placed panel and the last-placed panel and is anchored to the first-placed panel in such a way that it can be peeled off. Grooves 151 capable of housing part of the joint metal are formed in the implement 100. A rubber material 140 is provided in such a way as to be exposed to at least part of inner surfaces of the grooves 151.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了防止混凝土流入形成施工接头部件并保持接头金属的工具，而不需要时间或劳动，当第一次放置的面板被构造时。解决方案：形成施工接头部件的工具100通过将第一放置的板和最后放置的连续的地下壁板彼此的两端嵌入第一放置的板面板和最后放置的面板，并以可以剥离的方式锚定到第一个放置的面板。能够容纳接合金属部分的槽151形成在工具100中。橡胶材料140以暴露于槽151的内表面的至少一部分的方式设置。版权所有（C））2009，JPO＆INPIT

6. 发明专利

JP2011074675A Method for constructing soil cement structure, and the soil cement structure 有权
标题翻译：土壤水泥结构施工方法及土体水泥结构
公开(公告)号：JP2011074675A
公开(公告)日：2011-04-14
申请号：JP2009227987
申请日：2009-09-30
申请人： Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI
IPC分类号： E02D5/18 , E02D5/36 , E21B7/24
摘要： PROBLEM TO BE SOLVED: To construct a soil cement structure connected with a soil cement column, on a narrow site. SOLUTION: This method includes: a first step of constructing one of the adjacent soil cement columns; and a second step of excavating a section corresponding to the other soil cement column, by rotating a drilling bit 80 via a rod 70 by means of a rotating device 60 of excavation equipment 10, and of constructing the other soil cement column by agitating sediment and cement milk jetted from a cement milk supply means 90. The excavation equipment 10 is equipped with a vibration exciter 50 for vertically applying an exciting force to the drilling bit 80 via the rod 70. In the second step, the drilling bit 80 is rotated; the exciting force is vertically applied to the drilling bit 80 by the vibration exciter 50; and a section corresponding to the other soil cement column is excavated while a lateral portion of the one soil cement column is cut. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：在狭窄的地方构建与土壤水泥柱相连的土壤水泥结构。解决方案：该方法包括：构建相邻土壤水泥柱之一的第一步骤; 以及通过借助于挖掘设备10的旋转装置60通过杆70旋转钻头80并且通过搅拌沉积物来构造另一土壤水泥柱的方法来挖掘对应于另一土壤水泥柱的部分的第二步骤从水泥浆供给装置90喷出的水泥牛奶。挖掘设备10配备有用于通过杆70向钻头80垂直施加激励力的振动激励器50.在第二步骤中，钻头80旋转; 励磁力通过振动激励器50垂直施加到钻头80; 并且在一个土壤水泥柱的侧部被切割的同时挖掘对应于另一个土壤水泥柱的部分。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2010281084A Constructive method of bracing wall, constructive method of pile, bracing wall, pile 有权
标题翻译：施工墙施工方法，桩，施工方法，砖墙
公开(公告)号：JP2010281084A
公开(公告)日：2010-12-16
申请号：JP2009134408
申请日：2009-06-03
申请人： Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI
IPC分类号： E02D5/20 , E02D3/12 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a pile requiring neither time nor effort at a lower cost even in a site with a higher groundwater level. SOLUTION: In this method, a soil cement wall 10 comprising two or more circularly-connected soil cement columns 11 is built on the position applicable to outer circumference of a cast-in-place pile 30, the ground 1 is excavated down to a depth at the lower end of the cast-in-place pile 30 through inside the soil cement wall 10 to make a drilling hole, a reinforced frame is arranged in this drilling hole, and then concrete 15 is cast in the drilling hole. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使在具有较高的地下水位的地点，也提供了一种不需要时间和费用的桩的建造方法。解决方案：在该方法中，将包括两个或多个圆形连接的土壤水泥柱11的土壤水泥墙10建立在适用于现浇桩30的外圆周的位置上，将地面1挖出通过在土体水泥壁10的内部到现浇桩30的下端的深度以形成钻孔，在该钻孔中布置加强框架，然后将混凝土15浇注在钻孔中。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2009084794A Positioning monitoring equipment and positioning method 有权
标题翻译：定位监控设备及定位方法
公开(公告)号：JP2009084794A
公开(公告)日：2009-04-23
申请号：JP2007252311
申请日：2007-09-27
申请人： Ohbayashi Corp , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所
发明人： SATO SHINKO , HIRATA MASAMI , YOKOYAMA BANSHI
IPC分类号： E02D13/06 , E04G21/00
摘要： PROBLEM TO BE SOLVED: To provide positioning monitoring equipment which enables an insertion object material to be easily, accurately and vertically positioned in the ground, and a positioning method using it.
SOLUTION: This positioning monitoring equipment 1 comprises: a water pipe 3 which is attached to the outer peripheral surface of a guide pipe 2 as a guide member so as to measure an inclination of the guide pipe 2; a visual observation unit 4 for monitoring the inclination of the guide pipe 2; and a suspension implement 5 as an adjusting means for suspending the guide pipe 2 and adjusting the inclination of the guide pipe 2. The visual observation unit 4 comprises a monitoring camera 12 which is mounted to the upper outer peripheral surface of the guide pipe 2 so as to be capable of monitoring the displacement of a floater 10, and a monitor 14 which is installed in a business office 13 so as to display an image acquired by the monitoring camera 12.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供使得能够容易地，准确地和垂直地定位在地面中的插入物体材料的定位监视设备和使用它的定位方法。该定位监视装置1包括：水管3，其安装在作为引导构件的引导管2的外周面上，以测量引导管2的倾斜度; 用于监视导管2的倾斜度的目视观察单元4; 以及作为用于悬挂引导管2并调整引导管2的倾斜度的调节装置的悬挂装置5.目视观察单元4包括安装在引导管2的上外周表面上的监视摄像机12 能够监视浮子10的位移和安装在商务办公室13中的监视器14，以便显示由监视摄像机12获取的图像。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2011042966A Drilling and agitating unit, and soil improving apparatus 审中-公开
标题翻译：钻井平台和土壤改良装置
公开(公告)号：JP2011042966A
公开(公告)日：2011-03-03
申请号：JP2009191308
申请日：2009-08-20
申请人： Ohbayashi Corp , Seet:Kk , 株式会社Seet , 株式会社大林組
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI , ITO MASAMI , AKIYAMA HITOSHI
IPC分类号： E02D3/12 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a drilling and agitating unit capable of excavating even the hard ground.
SOLUTION: The drilling and agitating unit 10 includes: a vertically-elongated rotating rod 30; a rotator 40 for rotating the rotating rod 30; a cement milk supply device 42 which supplies cement milk through the inside of the rotating rod 30; a vertical cutting blade 21 which is provided at the tip of the rotating rod 30 in such a manner as to be vertically elongated at a space from the rotating rod 30, and cuts the ground in a circular shape by rotating the rotating rod 30 by the rotator 40; and an internal cutting blade 23 which is provided at the tip of the rotary rod 30, and cuts an inside area cut by the vertical cutting blade 21.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供能够挖掘甚至硬地面的钻井和搅拌单元。解决方案：钻井和搅拌单元10包括：垂直细长的旋转杆30; 用于旋转旋转杆30的旋转器40; 水泥奶供给装置42，其通过旋转杆30的内部供给水泥乳; 垂直切割刀片21，其设置在旋转杆30的顶端处，以便在与旋转杆30的空间处垂直地延伸，并且通过将旋转杆30旋转通过旋转杆30将地面旋转成圆形转子40; 以及设置在旋转杆30的前端的内切割刀片23，切割由垂直切割刀片21切割的内部区域。（C）2011，JPO＆INPIT

10. 发明专利

JP2003293363A Method for constructing earth retaining wall 有权
标题翻译：构造地球保持墙的方法
公开(公告)号：JP2003293363A
公开(公告)日：2003-10-15
申请号：JP2002095910
申请日：2002-03-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAMURA ETSUNORI , HAKAMATA HIROSHI , OI JUNJI , SUGIMOTO KOICHI , KUNISHIMA TOSHITAKA , YAGI MASAKI , SUZUKA TAKUO , ITO MASAMI , YOKOYAMA BANSHI , UENO TAKAYUKI , NISHIDA KENJI , MORIWAKI TOMIO , ISHII YUSUKE , MOTOI YASUO
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing an earth retaining wall in which a back filling for charging soil pressure need not be conducted at a pre-stage when the wall is built when an underground structure is disassembled and a new underground structure is constructed anew to a section, where the underground structure is built.
SOLUTION: When the underground structure 1 is demolished and the earth retaining walls 3 are constructed for anew building the new underground building 2 to the section where the underground structure 1 is built, disassembly works disassembling the structure 1 are carried out, leaving sections required for charging at least soil pressure such as underground exterior walls 6 and ground beams 7 as soil-pressure charging sections 5 first, and a space S for an operation is formed by the disassembly works. The earth retaining walls 3 are built under at least soil-pressure charging sections 5 such as the ground beams 7 by utilizing the space S for the operation.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种用于构造挡土墙的方法，其中当拆除地下结构时，在建造墙壁的前期阶段不需要进行填充土壤压力的填充，并且新的地下结构重新建成了地下建筑物的一段。
解决方案：当地下结构1被拆除并且将挡土墙3建造成新建地下建筑物2到地下结构1的部分时，拆除结构1的拆卸工作被执行，离开首先，至少需要对诸如地下外墙6和地面梁7的土压进行土压力充填部分5所需的部分，并且通过拆卸工作形成操作空间S. 通过利用空间S将土挡土墙3构造在至少土壤压力充填部5（例如地面梁7）的下方。版权所有（C）2004，JPO

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