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1. 发明专利

JP2009235809A Construction method for dismantlement and removal of underground structure having foundation pile 审中-公开
标题翻译：用于拆除和拆除基础桩的地下结构的施工方法
公开(公告)号：JP2009235809A
公开(公告)日：2009-10-15
申请号：JP2008084436
申请日：2008-03-27
申请人： Kanto Kiso Kogyo Kk , Sanshin Corp , 三信建設工業株式会社 , 関東基礎工業株式会社
发明人： TOKOROSAKI SHIGERU , MATSUMOTO YOSHIO , YAMAZAKI JUNICHI
IPC分类号： E02D29/045 , E04G23/08 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for the dismantlement and removal of underground structures having foundation piles and can safely and reliably dismantle and safely remove an underground structure having foundation piles constructed adjacently to adjacent land without having to use earth retainers such as sheet piles.
SOLUTION: The construction method for the dismantlement and removal of underground structures having foundation piles includes a first process for arranging in a planar form and boring a plurality of boreholes passed through a wall, which constitutes a shell part of an underground structure facing the boundary of adjacent land, downward below the ground of the adjacent land, installing a removal ground anchor or ground reinforced earth etc. to each borehole to apply earth retaining supports, and fixing the wall to the ground of the adjacent land; a second process for forming a hollow space by dismantling and removing inside underground structures such as inside slabs, inside columns, partition walls, pressure-resistant plates, etc. except the wall constituting the shell part or walls and columns; a third process for removing foundation piles of the underground structure and backfilling their remains of removal; and a fourth process for sequentially backfilling hollow spaces corresponding to removed parts with earth and sand each time the wall or the walls and the columns are sequentially cut and removed from their lower parts.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于拆除和拆除具有基础桩的地下结构的施工方法，并且可以安全可靠地拆除并安全地拆除具有与邻近地面相邻的基础桩的地下结构，而不必使用接地保持器如片桩。解决方案：用于拆除和拆除具有基础桩的地下结构的施工方法包括以平面形式布置的第一工艺，并且钻穿通过壁的多个钻孔，所述孔构成地下结构的外壳部分邻近地面的边界，相邻陆地下方的下方，向每个钻孔安装移走地面锚或地面加固土等，以施加地球保持支撑，并将墙壁固定在相邻地面的地面上; 用于通过拆除和除去构成外壳部分或壁和柱的壁之外的诸如内部板坯，内部柱，隔壁，耐压板等的地下结构中的方式来形成中空空间的第二工艺; 拆除地下结构的基础桩的第三个过程，并回填他们的遗体; 每当将壁或壁和柱依次从其下部切割并从其下部移除时，第四种方法用于随着砂土逐渐地填充与去除的部分对应的中空空间。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2008274746A Method of demolishing and removing underground structure 审中-公开
标题翻译：拆除和拆除地下结构的方法
公开(公告)号：JP2008274746A
公开(公告)日：2008-11-13
申请号：JP2008084215
申请日：2008-03-27
申请人： Kanto Kiso Kogyo Kk , Neo Create Kk , Sanshin Corp , ネオクリエイト株式会社 , 三信建設工業株式会社 , 関東基礎工業株式会社
发明人： MATSUMOTO YOSHIO , TOKOROSAKI SHIGERU , HATANAKA HIROOMI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method of demolishing and removing an underground structure capable of safely and surely demolishing and completely removing an underground structure constructed adjacent to an adjacent site without using an earth retainer such as a sheet pile.
SOLUTION: This method of demolishing and removing an underground structure comprises: a first step of demolishing and removing an inside underground structure such as inside slabs 6 and columns 2, partition walls, pressure plates 7, and inside foundation 8 while leaving the columns 2 and walls 3 forming the outer shell part of the underground structure 1 facing the boundary of the adjacent site; a second step of refilling a space formed by demolishing the inside underground structure such as the inside slabs 6 and columns, partition walls, pressure plates 7, and inside foundation 8 with soil for preventing the adjacent site from collapsing when the walls 3 or the walls 3 and the columns 2 forming the outer shell part are removed; a third step of vertically cutting and separating, at multiple positions, the walls 3 or the walls 3 and the columns 2 forming the outer shell part facing the boundary of the adjacent site which were not removed; and a fourth step of extracting the cut and separated walls 3 or the walls 3 and the columns 2 in order.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种拆除和拆除地下结构的方法，该地下结构能够安全可靠地拆除并完全除去邻近邻近地点构造的地下结构，而不使用诸如片桩的地面保持器。解决方案：这种拆除和拆除地下结构的方法包括：第一步骤，拆除和除去内部地下结构，例如板坯6和柱2，隔离壁，压力板7和内部基座8，同时留下柱2和壁3，其形成地下结构1的外壳部分，其面向相邻位置的边界; 重新填充由内部板坯6和立柱，间隔壁，压力板7和内部基座8内部的地下结构形成的空间的第二步骤，用于防止相邻的位置在壁3或墙壁 3和形成外壳部分的柱2被去除; 在多个位置处垂直切割和分离壁3或壁3和形成外壳部分的柱2的第三步骤，所述外壳部分面向未被除去的相邻位置的边界; 以及依次提取切割和分离的壁3或壁3和柱2的第四步骤。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2009235807A Dismantling and removal construction method of underground structure 审中-公开
标题翻译：地下结构的拆除和拆除施工方法
公开(公告)号：JP2009235807A
公开(公告)日：2009-10-15
申请号：JP2008084348
申请日：2008-03-27
申请人： Kanto Kiso Kogyo Kk , Neo Create Kk , Sanshin Corp , ネオクリエイト株式会社 , 三信建設工業株式会社 , 関東基礎工業株式会社
发明人： TOKOROSAKI SHIGERU , MATSUMOTO YOSHIO , HATANAKA HIROOMI
IPC分类号： E04G23/08 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a dismantling and removal construction method of an underground structure which can safely and securely dismantle and completely remove an underground structure constructed adjacent to an adjacent land without using sheathings such as a sheet pile.
SOLUTION: The dismantling and removal construction method of the underground structure is composed of a first process, a second process, a third process, and a fourth process. In the first process, the pillar 2 and the wall 3 which comprise a shell of the underground structure 1 adjacent to a boundary with the adjacent land are removed, and an inner slab 6, the pillar, a partition wall, a pressure-resistant plate 7, and an inner foundation 8 are dismantled and removed. In the second process, the back filing of the space from which the inner slab, the pillar, the partition wall, the pressure-resistant plate, and the inner foundation have been removed is performed, and soil for the back filing is used for preventing the collapse of the adjacent land when removing the pillar and the wall comprising the shell. In the third process, the pillar and the wall which are removed and left, comprising the shell adjacent to the boundary with the adjacent land are cut and separated in the vertical direction in a plurality of locations. In the fourth process, the pillar and the wall which have been cut and separated are pulled out one by one, or lifted by infusing grout from the lower end, and alternatively, the pillar and the wall are removed by the combined adoption of pulling-out and lifting.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下结构的拆卸和拆除施工方法，其可以安全可靠地拆卸并完全除去邻近邻近地面构造的地下结构，而不使用诸如片桩的护套。解决方案：地下结构的拆除和拆除施工方法由第一过程，第二过程，第三过程和第四过程组成。在第一种方法中，除去了附近与邻接的边界相邻的地下结构体1的外壳的支柱2和壁3，内板6，支柱，分隔壁，耐压板 7，拆下内基座8。在第二工序中，进行内板，支柱，分隔壁，耐压板，内基板的空间的背面填充已经被去除，并且用于背部填充的土壤用于防止当移除柱子和包括壳体的壁时，相邻平台的塌陷。在第三种处理中，在与多个位置的垂直方向上切割并分离与邻接的边界相邻的壳体被移除和离开的柱体和壁。在第四个过程中，已经被切割和分离的柱和壁一个一个地拉出，或者从下端注入灌浆提升，或者，通过组合采用拉 - 出来和提升。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2010007450A Groundwater flow conservation method 有权
标题翻译：地下水流量保存方法
公开(公告)号：JP2010007450A
公开(公告)日：2010-01-14
申请号：JP2008323954
申请日：2008-12-19
申请人： Sanshin Corp , Shimizu Corp , 三信建設工業株式会社 , 清水建設株式会社
发明人： KOSAKA NOBUAKI , KUNUGIBARA NOBORU , NISHIMURA SHINICHI , EGASHIRA MASAKUNI , TOKOROSAKI SHIGERU , OSAWA KAZUMI , NIIZAKA TAKASHI
IPC分类号： E02D29/00 , E02D5/18 , E02D19/12 , E02D31/02
摘要： PROBLEM TO BE SOLVED: To provide a groundwater flow conservation method which enables the design of water passage facilities to be properly performed by means of an equivalent coefficient of permeability giving consideration to a groundwater flow to the water passage facilities, and which enables the suitable securement of the groundwater flow. SOLUTION: In this groundwater flow conservation method, groundwater blocked by an underground structure 3 passes through the water passage facilities 4 which is installed in the underground structure 3, so that the groundwater flow is secured. The equivalent coefficient of permeability, which is set by replacing the whole underground structure 3, including the water passage facilities 4, with a material having equivalent water permeability, is set by means of an equivalent permeability coefficient calculation formula giving consideration to the groundwater flow to the water passage facilities 4. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下水流量保持方法，其能够通过考虑到水通道设施的地下水流量的等效渗透系数适当地执行水通道设施的设计，并且其能够合适的地下水流固定。解决方案：在这种地下水流量保护方法中，由地下结构3堵塞的地下水通过安装在地下结构3中的水通道设施4，从而确保地下水流。通过用具有相当透水性的材料代替整个地下结构3（包括水通道设施4）设定的等效渗透率系数是通过考虑到地下水流量的等效渗透系数计算公式来设定的水通道设施4.版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2010007449A Groundwater flow conservation method 有权
标题翻译：地下水流量保存方法
公开(公告)号：JP2010007449A
公开(公告)日：2010-01-14
申请号：JP2008323953
申请日：2008-12-19
申请人： Sanshin Corp , Shimizu Corp , 三信建設工業株式会社 , 清水建設株式会社
发明人： KOSAKA NOBUAKI , KUNUGIBARA NOBORU , NISHIMURA SHINICHI , EGASHIRA MASAKUNI , TOKOROSAKI SHIGERU , OSAWA KAZUMI , NIIZAKA TAKASHI
IPC分类号： E02D31/02 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a groundwater flow conservation method which enables the design of a well structure to be properly performed by reflecting water permeability of an opening of the well structure installed in an earth retaining wall, and which enables the suitable securement of the groundwater flow.
SOLUTION: In this groundwater flow conservation method, groundwater blocked by the constructed earth retaining wall is collected and/or recharged by the slit-like well structure installed in the earth retaining wall, so that the groundwater flow is secured. The well efficiency of the well structure is set by means of the expression which gives consideration to water permeability of a filler with which the opening of the well structure is filled.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下水流量保持方法，其能够通过反映安装在挡土墙中的井结构的开口的透水性来适当地执行井结构的设计，并且能够适合确保地下水流。解决方案：在这种地下水流量保护方法中，由建筑的挡土墙封闭的地下水由安装在挡土墙上的狭缝状井结构收集和/或再充电，以确保地下水的流动。通过考虑到填充孔的开口的填料的透水性的表达式来设定井结构的良好效率。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2007117788A Mud pressure dehydration device 有权
标题翻译： MUD压力脱水装置
公开(公告)号：JP2007117788A
公开(公告)日：2007-05-17
申请号：JP2005309289
申请日：2005-10-25
申请人： Hara Kogyo Kk , Sanshin Corp , Tomec Corp , 三信建設工業株式会社 , 原工業株式会社 , 株式会社トーメック
发明人： TOKOROSAKI SHIGERU , MORI TOSHIFUMI , KOIZUMI RYONOSUKE , HARA TOSHIYUKI , FUJIMOTO MAMORU
IPC分类号： B01D29/11 , B01D33/00 , B30B9/06 , C02F11/12
摘要： PROBLEM TO BE SOLVED: To provide a mud pressure dehydration device for pressure-dehydrating mud such as sludge generated in the jet grout construction method which is capable of conducting the dehydration treatment of mud by relatively simple device, of efficiently conducting the dehydration, of conducting the dehydration to a predetermined water content and of conducting the dehydration of a large amount of mud in a short time depending on the earth and sand composition or water content of mud.
SOLUTION: The mud dehydration device comprises a cylinder type dehydration vessel 2 composed by a cylindrical mesh screen 3, of which both ends are opened, a hollow piston 4 with a large diameter which has a predetermined length and which is inserted from one end side to the inside of the dehydration vessel 2, an oil pressure (air pressure) cylinder 5 which transfers the piston 4 reciprocally with a predetermined stroke and an on-off valve 6 of which the opening of one end of the dehydrating vessel 2 is normally closed and is opened by pressure loading. The device compresses the sludge incorporated in the screen under pressure to dehydrate or subjects the piston 4 to the reciprocal movement to continuously conduct the dehydration treatment, and discharges the treated soil that the dehydration treatment has been conducted, from the on-off valve 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于通过比较简单的装置进行泥浆脱水处理的喷射灌浆施工方法中产生的污泥等压力脱水泥浆的泥浆脱水装置，能有效地进行脱水进行脱水至预定的含水量，并根据泥土的砂土组成或含水量在短时间内进行脱水。解决方案：泥浆脱水装置包括由圆筒形筛网3构成的圆筒型脱水容器2，其中两端打开，具有预定长度的大直径的中空活塞4，并从其中插入在脱水容器2的内侧，将预定行程往复运动的活塞4的油压（气压）缸5和脱水容器2的一端的开口的开关阀6 常闭并通过压力加载打开。该设备在压力下对装在筛网中的污泥进行压缩以脱水或使活塞4进行往复运动，以连续进行脱水处理，并且从开闭阀6排出已经进行了脱水处理的处理过的土壤。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2012046882A Ground improvement method and device therefor 有权
标题翻译：接地改进方法及其设备
公开(公告)号：JP2012046882A
公开(公告)日：2012-03-08
申请号：JP2010187123
申请日：2010-08-24
申请人： Nit:Kk , Sanshin Corp , 三信建設工業株式会社 , 株式会社エヌ・アイ・ティ
发明人： TOKOROSAKI SHIGERU , KOIZUMI RYONOSUKE , SHIMANO ARASHI , NAKANISHI YASUHARU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To solve the problems that, since there is no means to confirm the arrival of a jet flow of a hardening material or the like to a prescribed part in a conventional injection method and longer excavation time and injection time are needed depending on an experience value, there is the risk of applying unnatural loads on the ground and causing a phenomenon of ground uplift or the like, a larger amount of an injection material is required for that, and large burdens are put on in terms of costs as well.SOLUTION: Large and small agitation blades are set in two upper and lower stages, a shield sensing plate 8 including a data transmission sensor is attached to the distal end of the upper stage agitation blade B, an injection jet flow 6 from the distal end of the lower stage agitation blade C is made to hit the shield sensing plate 8, and the confirmation of the arrival of the jet flow of the hardening material or the like at the sensing plate position and the recognition of the size of jet flow energy are performed by hitting data to the sensing plate.
摘要翻译：解决的问题：为了解决以往的喷射方法和较长的挖掘时间以及喷射时间，无法确认硬化材料等的喷射流到规定部位的情况需要根据经验值，存在在地面上施加不自然的负荷并引起地面隆起等现象的风险，因此需要更大量的注射材料，并且承担大的负担的成本也是如此。解决方案：将大型和小型搅拌叶片设置在两个上部和下部阶段，包括数据传输传感器的屏蔽传感板8附接到上部搅拌叶片B的远端，喷射射流6从使下级搅拌叶片C的远端撞击屏蔽感测板8，并且确认硬化材料等的喷射流到达感测板位置并且识别射流的尺寸通过将数据击中到感测板来执行能量。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2008291437A Soil improving method, and outer pipe and injection pipe for use in it 有权
标题翻译：土壤改良方法，外管和注射管用于其中
公开(公告)号：JP2008291437A
公开(公告)日：2008-12-04
申请号：JP2007135274
申请日：2007-05-22
申请人： Sanshin Corp , 三信建設工業株式会社
发明人： TOKOROSAKI SHIGERU , KOIZUMI RYONOSUKE
IPC分类号： E02D3/08 , E02D3/10 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil improving method with proper constructibility, which enables the sure consolidation of ground.
SOLUTION: This soil improving method comprises: a boring step of boring a hole in the ground by using a casing; an outer-pipe erection step of erecting the outer pipe 11 in the casing; a casing extraction step of extracting the casing; an inner-pipe erection step of erecting an inner pipe 21 in the outer pipe 11; and a press-in step of supplying a filler into the inner pipe 21, and of pressing the filler into a plurality of bag bodies 13 which are provided in the outer pipe 11 communicating with the inner pipe 21.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具有适当建设性的土壤改良方法，从而确保地面的固结。解决方案：该土壤改良方法包括：通过使用套管钻孔在地面上的钻孔步骤; 在外壳中竖立外管11的外管架设工序; 外壳提取步骤，提取所述壳体; 在外管11中竖立内管21的内管架设工序; 以及将填料供给到内管21中并将填料压入设置在与内管21连通的外管11中的多个袋体13的压入工序。版权所有（C））2009，JPO＆INPIT

9. 发明专利

JP2007191951A Sludge recycling system in soil improvement method and its device 有权
标题翻译：土壤改良方法及其装置中的泥沙循环系统
公开(公告)号：JP2007191951A
公开(公告)日：2007-08-02
申请号：JP2006012013
申请日：2006-01-20
申请人： Chem Grouting Co Ltd , Sanshin Corp , ケミカルグラウト株式会社 , 三信建設工業株式会社
发明人： TOKOROSAKI SHIGERU , MORI TOSHIFUMI , KOIZUMI RYONOSUKE , NISHI SUMIO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a sludge recycling system in a soil improvement method capable of minimizing the mixture of a solidifying material component to sludge, effectively using resources, reducing industrial wastes and largely cutting construction and processing costs in the soil improvement method replacing a cut space formed by making use of high pressure cut water or the like with a paste solidifying material.
SOLUTION: An injection rod 11 is inserted in a drilling well 1, and crossing jet water or the like having extra-high voltage accompanied with air as cut water 13 is injected from a nozzle 12 on the side of the front end section to form a cutting section 2 with a predetermined diameter. The cutting section 2 is filled with the paste solidifying material 15 such as soil mortar or the like from below, and the sludge 4 discharged to a pit 3 on the ground is treated for recycling. In a solidifying material 15 an additive for holding fluidity and non-separability is mixed in advance. A solidifying material discharge port 17 opened in the side and a checking valve and an interception plate 18 used for a shielding wall are provided to the front end piece 14 put on the front end section of the injection rod 11, the filling direction of the solidifying material 15 is controlled, the mixture of the solidifying material component to the sludge can be prevented.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤改良方法中的污泥回收系统，能够使固化材料成分与污泥的混合最小化，有效利用资源，减少工业废物，大幅度削减土壤改良的施工和加工成本用糊状凝固材料代替利用高压切割水等而形成的切割空间的方法。解决方案：将喷射杆11插入钻井1中，并且从前端部分侧的喷嘴12喷射伴随着空气的具有超高压的横切射流水等作为切割水13 以形成具有预定直径的切割部分2。切割部2从下方填充有诸如土壤砂浆等的糊状固化材料15，排出到地面上的坑3中的污泥4进行回收处理。在固化材料15中预先混合保持流动性和不分离性的添加剂。在放置在注射杆11的前端部的前端部件14上设置有侧面开口的凝固材料排出口17和用于屏蔽壁的止回阀和拦截板18，凝固材料排出口17的填充方向材料15被控制，可以防止固化材料组分与污泥的混合物。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2007051480A Grouting method 有权
标题翻译：组合方法
公开(公告)号：JP2007051480A
公开(公告)日：2007-03-01
申请号：JP2005237939
申请日：2005-08-18
申请人： Capty Co Ltd , Kyokado Eng Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 強化土エンジニヤリング株式会社 , 株式会社キャプティ
发明人： SHIMADA SHUNSUKE , SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , KOIZUMI RYONOSUKE , TOKOROSAKI SHIGERU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To precisely grasp the pressure of injection into the ground when a consolidation material is injected into the ground from an ejection port of an inner pipe through an ejection port of an outer pipe.
SOLUTION: In this grouting method, grouting equipment A is installed in a bent state, a horizontal state, or a state that the bent state and the horizontal state are arbitrarily combined to each other, and the consolidation material is injected into the ground 3. In the insertion of the inner pipe 2 into the outer pipe 1, the inner pipe 2 is inserted into the outer pipe 1 in such a manner that the ejection port 4 of the outer pipe is positioned between adjacent inner-pipe packers 5 and 5, and that a space 7 is formed between the packers 5 and 5 in the outer pipe 1. A pressure transmission member 8 for detecting and transmitting pressure in the space 7 is installed in the grouting equipment A, and the pressure detected in the space through the pressure transmission member is transmitted to a pressure meter and measured, so that the precise pressure of grouting into the grouting ground from the ejection port 6 can be grasped.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：当通过外管的喷射口从内管的喷射口将固结材料注入地面时，精确地掌握注入地面的压力。解决方案：在这种灌浆方法中，灌浆设备A以弯曲状态，水平状态或弯曲状态和水平状态彼此任意组合的状态安装，并且将固结材料注入到在将内管2插入外管1中时，将内管2插入外管1中，使外管的排出口4位于相邻的内管封隔器5之间并且在外管1中的封隔器5和5之间形成有空间7.用于检测和传递空间7中的压力的压力传递构件8安装在灌浆设备A中，并且在通过压力传递部件的空间被传送到压力计并进行测量，从而可以掌握从喷射口6注入灌浆地面的精确压力。版权所有（C）2007，JPO＆INPIT

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