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1. 发明专利

JP2008297900A Filling portion and construction method therefor 有权
标题翻译：填充部分及其施工方法
公开(公告)号：JP2008297900A
公开(公告)日：2008-12-11
申请号：JP2008234361
申请日：2008-09-12
申请人： Kajima Corp , Nippon Steel Bridge Co Ltd , Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社 , 日鉄ブリッジ株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NARAHARA TAKESHI , UO TOMOYUKI , SUZUKI KENICHI , MASUMOTO KEITA , SANO NOBUHIDE , SHIMAI MORIYUKI , KOTAKI YUTAKA , MUROI SHINJI , ONO KOICHIRO
IPC分类号： E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide a filling portion and a construction method therefor, which enable a construction of the filling portion in a narrow regular working area.
SOLUTION: Two rows of T-type precast protecting walls 43 are placed in a planned location of a filling portion 23 to form a base panel 71, where a backfilling material 61 is placed. An L-type precast protecting wall 65 is placed on one edge of the base panel 71 to form a side 73, where backfilling is performed with a backfilling material 67. The L-type precast protecting wall 65 is also placed on the other edge of the base panel 71, where backfilling is performed with the backfilling material 67. Hence the filling portion 23 is constructed.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种填充部分及其施工方法，其能够将填充部分构造在狭窄的正常工作区域中。解决方案：将两排T型预制保护壁43放置在填充部分23的预定位置，以形成基板71，其中放置回填材料61。 L型预制保护壁65被放置在基板71的一个边缘上以形成侧面73，其中用回填材料67进行回填.L型预制保护壁65也被放置在基板71，其中用回填材料67进行回填。因此，填充部分23被构造。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2014101710A Continuous wall construction method 有权
标题翻译：连续墙施工方法
公开(公告)号：JP2014101710A
公开(公告)日：2014-06-05
申请号：JP2012255140
申请日：2012-11-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO TADASHI , KATO HIDEO , SHIMIZU MASAYA , ISHIKAWA JUN , NAKATANI YUKIHIRO , KOTAKI YUTAKA
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a continuous wall construction method that can easily prevent a defect in filling with a filler such as soil mortar.SOLUTION: The foundation 100 is excavated while an excavation part 39 is filled with a liquid stabilizer 41, and steel-made continuous wall members 1a, 1b are built in the excavation part 39 while connected to each other. Then soil mortar 45 is fed with pressure using a mortar pump 31 and cast in the excavation part 39 from a tremie pipe 43 to fill the excavation part 39 by replacing the liquid stabilizer 41. At this time, a weight 40 for measurement which has its specific gravity adjusted to a value larger than that of the liquid stabilizer 41 and smaller than that of the soil mortar 45 is suspended from parts 44, 46, etc., between flanges 5, 7 of the steel-made continuous members 1a, 1b and side faces of the excavation part. The weight 40 for measurement becomes stationary floating on the upper surface of the soil mortar 45, so the state of replacement with the soil mortar 45 can be confirmed from the height position thereof. The amount of cast of the soil mortar 45 can be controlled according to the state of replacement.
摘要翻译：要解决的问题：提供一种可以容易地防止填充诸如土砂浆的填充物的缺陷的连续的壁施工方法。解决方案：在挖掘部39填充液体稳定器41的同时挖掘基础100，并且钢连续的壁构件1a，1b被连接在挖掘部39中。然后使用砂浆泵31向土砂浆45供给压力，并通过替换液体稳定器41从颤音管43浇注到挖掘部39中以填充挖掘部39。此时，具有其测量的重量40 调整为比液体稳定器41大的比例的比重比土壤砂浆45小的比重从钢制连续构件1a，1b的凸缘5,7之间的部分44,46等悬挂在挖掘部分的侧面。用于测量的重物40在土砂浆45的上表面上固定地浮动，因此可以从其高度位置确认土壤砂浆45的更换状态。土壤砂浆45的铸造量可以根据更换的状态进行控制。

3. 发明专利

JP2011169057A Method of constructing vertical shaft 有权
标题翻译：构造垂直轴的方法
公开(公告)号：JP2011169057A
公开(公告)日：2011-09-01
申请号：JP2010035290
申请日：2010-02-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA TERU , YARITA TETSUYA , KOTAKI YUTAKA , NAKATANI YUKIHIRO , ITABASHI NOBUO
IPC分类号： E21D1/12
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a vertical shaft, which surely steps water and can shorten the work period.
SOLUTION: In the method of constructing the vertical shaft, a shaft bottom part D in a vertical-shaft wall body 1 is cooled with ground water B accumulated in the vertical-shaft wall body 1 after the earth and sand is discharged from the vertical-shaft wall body 1, thereby freezing the entire range of the shaft bottom part D with a predetermined thickness. Subsequently, the ground water B is discharged from the vertical-shaft wall body 1, and bottom plate concrete 6 with a frozen part 4 as a base is placed above the frozen part 4 of the shaft bottom part D within the vertical-shaft wall body 1, while the shaft bottom part D is in the frozen state. A series of these operations eliminates the need for placing the bottom plate concrete 6 underwater, and further a gap is hardly generated between the vertical-shaft wall body 1 and the shaft bottom part D by freezing the entire range of the shaft bottom part D with the predetermined thickness. Accordingly, the ground water is hard to infiltrate into the vertical-shaft wall body 1, thereby quickly and surely pumping up the ground water.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种构造垂直轴的方法，其可靠地对水进行排水并且可以缩短工作周期。解决方案：在构造垂直轴的方法中，竖直轴壁体1中的轴底部D在砂土被排出之后被积聚在垂直轴壁体1中的地下水B冷却垂直轴壁体1，从而使轴底部D的整个范围以预定厚度冷冻。随后，将地下水B从垂直轴壁体1排出，将具有冷冻部4作为基底的底板混凝土6放置在竖直轴壁体内的轴底部D的冷冻部4的上方而轴底部D处于冻结状态。一系列这些操作消除了将底板混凝土6放置在水中的需要，并且通过将轴底部D的整个范围通过将轴底部D的整个范围冻结而进一步在垂直轴壁体1和轴底部D之间产生间隙，预定厚度。因此，地下水难以渗透到垂直轴壁体1中，从而快速且可靠地抽吸地下水。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2006328780A Construction method of member and the member 有权
标题翻译：会员和会员的构造方法
公开(公告)号：JP2006328780A
公开(公告)日：2006-12-07
申请号：JP2005153327
申请日：2005-05-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , YAMANOBE SHINICHI , KOTAKI YUTAKA , HAYAKAWA YASUYUKI
IPC分类号： E04C5/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a member capable of carrying out a bar arrangement and formwork in a narrow or at a low altitude below the head in addition to a general construction condition within a short period of time without requiring any complicated construction machine and the member.
SOLUTION: A cage body 1 having a circular tie hoop 5 and a strand 3 rotatably connected to the tie hoop 5 and placed to the inside of the tie hoop 5 is placed on a footing 9 in a state to reduce the length of the strand 3 by bending it in a spiral-shape. A cylindrical form bag 7 in a state to fold in a cornice-shape in the axial direction of the cage body 1 is placed around the cage body 1. After the strand 3 is linearly extended to expand the length of the cage body 1, and the lower end 2 of the cage body 1 and the lower end 6 of the form bag 7 are fixed to the footing 9. Then, the form bag 7 is expanded to the axial direction of the cage body 1 to surround the cage body 1 by the form bag 7, and concrete is placed in the form bag 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在短时间内除了一般施工条件之外能够在头部下方的窄或低高度处进行棒布置和模板的构件的施工方法，而没有要求任何复杂的施工机械和构件。解决方案：具有圆形扎带箍5的笼体1和可转动地连接到扎带箍5并且被放置在扎带箍5的内部的绳3被放置在基脚9上，以减小长度股3通过将其弯曲成螺旋形。在保持架主体1的周围，放置有沿着保持架主体1的轴向折叠成檐状状的圆筒状的成形袋7.在线3伸长以使笼体1的长度扩大后，笼体1的下端2和成形袋7的下端6固定在基脚9上。然后，成形袋7沿着保持架主体1的轴线方向膨胀以围绕保持架主体1通过形式袋7和混凝土放置在形式袋7中。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006274726A Spacer 有权
标题翻译： SPACER
公开(公告)号：JP2006274726A
公开(公告)日：2006-10-12
申请号：JP2005097904
申请日：2005-03-30
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA , KUDO YASUSHI
IPC分类号： E02D5/34 , E04C5/02 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a spacer capable of being installed in a basket body in advance before constructing the basket body using a strand into a hole.
SOLUTION: This spacer 17 composed of a circular arc main body 23, a welded end part 19 provided at one end of the main body 23, and a folding-back member 21 provided at the other end of the main body 23 is formed by bending a steel plate. The spacer 17 is installed in the basket body 7 composed of a tie hoop 13 and the strand 15 being a shaft bar while the basket body 7 is contracted or elongated. In this spacer 17, the main body 23 protrudes in the direction of outer periphery of the basket body 7 and is arranged to cross the tie hoop 13 orthogonally, and the welded end part 19 is fixed to the tie hoop 13 of the basket body 7. When switching a condition of the basket body 7 from a contracted condition to an elongated condition and from the elongated condition to the contracted condition, a plurality of tie hoops 13 in the basket body 7 move in the vertical direction for the folding-back member 21 of the spacer 17. The folding-back member 21 comes into contact with the tie hoop 13 while the basket body 7 is elongated.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在将筐体构造成孔之前，预先安装在筐体中的间隔件。解决方案：由圆弧主体23，设置在主体23的一端的焊接端部19和设置在主体23的另一端的折回构件21构成的间隔件17是通过弯曲钢板形成。间隔件17安装在由绑带13组成的篮状体7中，并且当筐体7收缩或伸长时，该杆15是轴杆。在该间隔件17中，主体23向篮体7的外周方向突出，并且正交地配置在横套13上，焊接端部19固定在篮状体7的环箍13上当将筐体7的状态从收缩状态切换到细长状态并从细长状态切换到收缩状态时，筐体7中的多个连接环13在垂直方向上移动，用于折回构件折叠构件21在筐体7伸长时与绑环13接触。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2005126922A Cast-in-place construction method and excavator 有权
标题翻译：建筑施工方法和挖掘机
公开(公告)号：JP2005126922A
公开(公告)日：2005-05-19
申请号：JP2003361012
申请日：2003-10-21
申请人： Kajima Corp , Railway Technical Res Inst , 財団法人鉄道総合技術研究所 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , MURATA TOSHIHIKO , TAJIMA SHINICHI , KOTAKI YUTAKA , SAITO SHIGERU , KITAMOTO YUKIYOSHI , KANDA MASAYUKI , TANAMURA SHIRO , NISHIOKA HIDETOSHI
IPC分类号： E21B7/00 , E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place construction method according to which a stabilizing liquid in an excavated hole is maintained in a good quality condition, and adhesion of mud cake to a hole wall at excavation is prevented or suppressed.
SOLUTION: The cast-in-place construction method is comprised of the following four steps. In the first step, a rod pipe 24 of an excavator 10 is driven for rotation and lowered, and excavation is carried out by a cutter head 26 arranged on a lower end of the rod pipe. In the second step, the stabilizing liquid is supplied from a lower opening of the rod pipe into the excavated hole 28. In the third step, the stabilizing liquid is supplied from the vicinity of a hole aperture of the excavated hole 28 to the excavated hole. In the fourth step, a suction port of a slurry lifting pump 60 is arranged in the excavated hole in a range of a predetermined height from a deepest bottom of the hole, and the slurry on the bottom of the excavated hole is recovered. According to the method, the above four steps are simultaneously carried out, and thereafter ready mixed-concrete is placed in the excavated hole. Therefore, according to the method, the stabilizing liquid in the excavated hole is maintained in a good quality condition.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种就地施工方法，根据该施工方法，挖掘孔中的稳定液体保持在良好的质量状态，并且防止泥饼粘附到挖掘孔壁上，或者抑制。
解决方案：现场施工方法由以下四个步骤组成。在第一步骤中，驱动挖掘机10的杆管24进行旋转和降低，并且通过设置在杆管的下端的切割头26进行挖掘。在第二步骤中，将稳定液从杆管的下部开口供给到挖掘孔28.第三工序中，将稳定液从挖掘孔28的孔孔附近供给到挖掘孔。在第四步骤中，从开孔的最深底部到预定高度的范围内，在挖掘孔内配置有浆料提升泵60的吸入口，回收挖掘孔底部的浆料。根据该方法，同时进行上述四个步骤，然后将准备好的混凝土置于挖掘的孔中。因此，根据该方法，挖掘孔中的稳定液保持在良好的质量状态。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004143744A Construction method for diaphragm wall and diaphragm wall 有权
公开(公告)号：JP2004143744A
公开(公告)日：2004-05-20
申请号：JP2002308033
申请日：2002-10-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAKA KOICHI , KOTAKI YUTAKA , SASAKI YUKINOBU , TSURUTA KOICHI , MORIHIRA KOJI
IPC分类号： E21D13/02 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a diaphragm wall constructed in a short period in a non-cutting-covering manner without being restricted by a ground and the diaphragm wall.
SOLUTION: A pit 30 is excavated to a natural ground 5 by a shield machine 3, and a cutter 13 for a continuous-wall excavator 9 is extended to the lower section of the pit 30 when the continuous-wall excavator 9 installed in the shield machine 3 reaches the construction prearranged place of the diaphragm wall 33. Cement milk injected from an injection pipe 14 and excavated materials are mixed/agitated, conducting a horizontal drawing excavation by the excavator 9 and excavating a ditch 25 to the lower section of the pit 30, and the inside of the ditch 25 is filled with soil mortar 27. A core material 31 is built into the ditch 25 by using a core-material building machine 19 installed into the shield machine 3 before soil mortar 27 is cured, and the diaphragm wall 33 is constructed. The core material 31 is built, and a segment 29 is mounted along the inner periphery of the pit 30.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2014101712A Continuous wall construction method and excavating machine 有权
标题翻译：连续墙施工方法和开挖机
公开(公告)号：JP2014101712A
公开(公告)日：2014-06-05
申请号：JP2012255183
申请日：2012-11-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO TADASHI , KATO HIDEO , SHIMIZU MASAYA , ISHIKAWA JUN , NAKATANI YUKIHIRO , TAKARADA YOSHIKAZU , KOTAKI YUTAKA
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a continuous wall construction method etc., in which a continuous wall can be easily constructed.SOLUTION: In an excavation part 110a formed by excavating the foundation 100, one steel-made continuous wall member 10a and the other steel-made continuous member 10b are built while connected by inserting a male joint 14 of the other steel-made continuous wall member 10b into the inside of a female joint 13 of the one steel-made continuous wall member 10a, and the periphery thereof is filled with soil mortar 140. Then a guide hole 43 is formed by holing the soil mortar 140 inside the female joint 13 of the steel-made continuous wall member 10a at an end of the foundation 100 on the side of an unexcavated part 120. An excavating machine 50 fitted with a guide material 55 outside is used and moved down while the guide material 55 is inserted into a guide hole 43 so as to excavate the unexcavated part 120. Further, the steel-made continuous wall members 10a, 10b are built in the excavation part 110b where the unexcavated part 120 etc., is excavated while connected, and the periphery thereof is filled with the soil mortar 140.
摘要翻译：要解决的问题：提供一种可以容易地构造连续壁的连续壁施工方法等。解决方案：在通过挖掘基础100而形成的挖掘部110a中，一个钢制连续壁构件10a和另一个钢制连续构件10b通过将另一个钢制连续壁构件10b的阳接头14插入一个钢制连续壁构件10a的阴接头13的内部而被连接，并且其周边是然后通过在无孔部分120侧的基础100的端部将钢制连续壁构件10a的阴接头13内的土壤砂浆140打孔而形成导向孔43。在将引导材料55插入引导孔43中的同时，使用装配有导向材料55的挖掘机50向下移动，以便挖出未被旋转的部分120.此外，钢制连续壁构件10a，1 0b被构建在挖掘部分110b中，其中连接处挖掘了未被切割的部分120等，并且其周边填充有土壤砂浆140。

9. 发明专利

JP2014101711A Continuous wall member and continuous wall construction method 有权
标题翻译：连续墙构件和连续墙结构方法
公开(公告)号：JP2014101711A
公开(公告)日：2014-06-05
申请号：JP2012255148
申请日：2012-11-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO TADASHI , NAKATANI YUKIHIRO , KOTAKI YUTAKA , KUJIRAI YOSHIAKI , MATSUI MASAKI , OKUYAMA MASAYOSHI , YANO KOJI , AIZAWA JUN
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a continuous wall member etc., capable of having a connection part of a joint cleaned without reference to building-in precision.SOLUTION: When a steel-made continuous wall 1 is constructed, a steel-made continuous wall member 10a having a female joint 13 and a steel-made continuous wall member 10b having a male joint 14 are built in an excavation part 110, excavated while filled with a liquid stabilizer 130, while the members are connected to each other by inserting the male joint 14 of the other member 10b into the female joint 13 of the one member 10a. Then the liquid stabilizer 130 is replaced with soil mortar 140. Further, the space 21 sandwiched between the female joint 13 and male joint 14 is filled with a cutoff material 22 after being cleaned by inserting a jet washing rod 30 into the space 21. In the present invention, the male joint 14 of the steel-made continuous wall member 10b is in an arcuate shape, and the space into which the jet washing rod 30 is inserted can be secured wherever in the female joint 13 the male joint 14 is by using the inside of a recessed part of the male joint 14.
摘要翻译：要解决的问题：提供一种连续的壁构件等，其能够将接头的连接部分清洁而不参考建筑物的精度。解决方案：当制造钢制连续壁1时，钢制连续具有阴接头13的壁构件10a和具有阳接头14的钢制连续壁构件10b被构建在挖掘部分110中，在填充有液体稳定器130的同时挖掘，同时通过将构件彼此连接另一个构件10b的阳接头14插入到一个构件10a的阴接头13中。然后用土壤灰浆140代替液体稳定器130.此外，夹在阴接头13和阳接头14之间的空间21在通过将喷射洗涤杆30插入空间21中而被清洁之后填充有切断材料22.在在本发明中，钢制连续壁构件10b的阳接头14为弓形，插入喷射洗涤杆30的空间可以在阳接头13中的阳接头14处于使用阳接头14的凹部的内部。

10. 发明专利

JP2010013933A Member construction method and constructed member 有权
标题翻译：会员施工方法和建筑会员
公开(公告)号：JP2010013933A
公开(公告)日：2010-01-21
申请号：JP2009240234
申请日：2009-10-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOTAKI YUTAKA , YOSHIKAWA TADASHI , YAMANOBE SHINICHI
IPC分类号： E21D9/06 , E21D1/03 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a member construction method capable of simply constructing reinforcing bars. SOLUTION: An excavator 39 is installed on a wall surface 37a of a vertical shaft 33, the wall surface 37a is excavated by pressing the excavator 39, an internal mould 45 is connected to an end part 47 of the excavator 39 by stopping the press when the excavation is advanced by a specific distance. And then, a basket body 1b is hang down in a reduced state and is elongated so as to cover the surrounding of the internal mould 45, a lower half part of external mould 53a and an upper half of external mould 53b are arranged so as to cover the surrounding of the basket body 1b, and a caisson 59 is constructed by filling concrete among the lower half of the external mould 53a, the upper half of the external mould 53b and the internal mould 45. The excavator 39 excavates the ground 31 by pressing the excavator 39 via the caisson 59 and the caisson 59 moves into the ground 31. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够简单地构造钢筋的构件施工方法。解决方案：挖掘机39安装在垂直轴33的壁面37a上，通过按压挖掘机39挖掘壁面37a，内模45通过停止连接到挖掘机39的端部47 当挖掘进度提前一定距离的时候。然后，筐体1b以缩小的状态下垂，并且被拉长以覆盖内模45的周围，外模53a的下半部分和外模53b的上半部分被布置成覆盖筐体1b的周围，并且通过在外部模具53a的下半部分，外部模具53b的上半部和内部模具45中填充混凝土来构造沉箱59。挖掘机39通过通过沉箱59和沉箱59按压挖掘机39移动到地面31.版权所有（C）2010，JPO＆INPIT

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