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1. 发明专利

JP2005282209A Water cut-off method for steel pipe sheet pile 有权
标题翻译：钢管切割方法
公开(公告)号：JP2005282209A
公开(公告)日：2005-10-13
申请号：JP2004099556
申请日：2004-03-30
申请人： Kajima Corp , Nippon Steel Corp , Tokai Rubber Ind Ltd , 新日本製鐵株式会社 , 東海ゴム工業株式会社 , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , SHIBATA MASANORI , ITO TAKEMI , SAIKAI KENJI , TERASAKI SHIGEKI , YAMASHITA HISAO
IPC分类号： E02D5/14
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off method for a steel pipe sheet pile, which enables a section between joints to be surely put into a cut-off state without damage to a member for cut-off in the installation of a steel pipe.
SOLUTION: A male joint 10 is formed by fixing a pair of L-shaped steel materials to a steel pipe 3, and a female joint 8 is fixed by another pair of L-shaped steel materials 7. In the male joint 8, a flat rubber tube 13 is arranged near a joint between the steel pipe 3 and a leg part of the L-shaped steel material 7 along the axial direction of the outer shape of the steel pipe 3, and round steel 11 for protection is arranged in the lateral direction of the rubber tube 13 along the along the axial direction of the outer shape of the steel pipe 3. When the female joint 8 and the male joint 10 are combined with each other, the round steel 11 is fixed to a position to come into contact with an arm 9b in a state wherein a gap is made between the rubber tube 13 and the arm part 9b, and prevents the rubber tube 13 from being damaged in the installation of the steel pipe 3. The rubber tube 13 is expanded by subjected to the injection of a fluid 21, so as to seal the gap between the male joint 10 and 8.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于钢管板桩的截水方法，其能够使接头之间的截面确实地处于截止状态，而不会损坏用于切断的部件安装钢管。解决方案：通过将一对L形钢材固定到钢管3上而形成阳接头10，并且通过另一对L形钢材7固定阴接头8。在公接头8 在钢管3与L型钢材7的腿部之间的接合处，沿着钢管3的外形的轴向配置扁平橡胶管13，并配置用于保护的圆钢11 沿着钢管3的外形的轴向沿橡胶管13的横向方向。当阴接头8和阳接头10相互结合时，圆钢11被固定在位置在橡胶管13和臂部9b之间形成间隙的状态下与臂9b接触，并且防止橡胶管13在钢管3的安装中被损坏。橡胶管13是通过注入流体21而膨胀，以便密封阳性接合件之间的间隙第10和8号。（C）2006年，JPO＆NCIPI

2. 发明专利

JP2005282194A Excavation and washing equipment 有权
标题翻译：挖掘和洗涤设备
公开(公告)号：JP2005282194A
公开(公告)日：2005-10-13
申请号：JP2004098827
申请日：2004-03-30
申请人： Chowa Kogyo Kk , Kajima Corp , Nippon Steel Corp , Nishitetsu Kenki Kk , Tomec Corp , 新日本製鐵株式会社 , 株式会社トーメック , 西鉄建機株式会社 , 調和工業株式会社 , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , MIZUNO MASAHIKO , SHIBATA MASANORI , SAIKAI KENJI , TERASAKI SHIGEKI , YAMASHITA HISAO , KIYOSAKI KOJI , SUZAKI SHINICHIRO , NAGABUCHI KAZUYUKI , MATSUKI SHINGO
IPC分类号： E21B21/00 , E02D5/14
摘要： PROBLEM TO BE SOLVED: To provide excavation and washing equipment which can excavate and surely discharge sediment in the whole area even if an excavation area is large, and which can efficiently wash a wall surface.
SOLUTION: A chamber 29 and a slurry discharge pipe 33, which is connected to an upper end of the chamber 29, are provided in a body 3 of the excavation and washing equipment 1. A main pipe 21 for a lower jet, which is connected to a lower jet nozzle 15 positioned near the lower end of the body 3, is provided almost throughout the vertical length of the body 3, and a main pipe 25 for an upper jet, which is connected to an upper jet nozzle 13 positioned near an upper end of the body 3, is provided in the upper end of the body 3. The excavation and washing equipment 1 is inserted into a joint 43 of a steel pipe 35; a jet 51 is emitted from the lower jet nozzle 15, so that the sediment 49 in the joint 43 can be excavated; and the slurry 53 in the chamber 29 is discharged to the outside of the body 3 via the slurry discharge pipe 33, while a jet 55 is emitted from the upper jet nozzle 13, so that a wall surface 57 of the joint 43 can be washed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供挖掘和清洗设备，即使挖掘面积大，可以有效地清洗墙面，可以挖掘和确保排放整个地区的沉积物。解决方案：在挖掘和清洗设备1的主体3中设置有连接到腔室29的上端的腔室29和浆料排出管33.用于下喷射管的主管21，连接到位于主体3的下端附近的下部喷嘴15几乎在主体3的整个垂直长度上设置，并且上部喷嘴的主管25连接到上部喷嘴13 位于主体3的上端附近，设置在主体3的上端。挖掘和清洗设备1插入到钢管35的接头43中; 喷射器51从下部喷嘴15喷出，能够挖掘接头43内的沉积物49; 并且室29中的浆料53经由浆料排出管33排出到主体3的外部，同时从上部喷嘴13喷出喷嘴55，从而可以洗涤接合部43的壁面57 。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2003315040A Sounding lead with stuff 审中-公开
标题翻译：声音领先与STUFF
公开(公告)号：JP2003315040A
公开(公告)日：2003-11-06
申请号：JP2002117013
申请日：2002-04-19
申请人： Kajima Corp , Kumagai Gumi Co Ltd , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , 株式会社熊谷組 , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , TAKAHASHI SHINOBU , OKA YOSHIYUKI , NIKI YASUMASA
IPC分类号： G01C13/00
摘要： PROBLEM TO BE SOLVED: To achieve accurate and easy direct sight on tide levels, the depth of water, etc., which vary with time and to prevent a weight in contact with the ground from being turned over or entering in due to the situations of the ground (sea bottom) for achieving accuracy in a sounding lead for measuring the depth of water such as tide levels and water levels.
SOLUTION: In the sounding lead, a stuff with a scale is detachably mounted to the upper end of a wire, and a body for preventing overturning is fixed to the lower end of the weight. Since the wight is not turned over even on the soft ground, by only performing direct sight on the scale of the stuff, it is possible to accurately measure the depth of water without mistakes in the sounding lead with the stuff.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了实现准确和容易的直接观察潮汐水位，水的深度等随时间而变化，并且防止与地面接触的重量被翻转或进入，由于地面（海底）的情况，用于实现用于测量潮汐水位和水位等水深的探测线的准确性。解决方案：在探测引线中，具有刻度的东西可拆卸地安装到线的上端，并且用于防止翻倒的主体固定到重物的下端。由于即使在软弱的地面上，由于只能对物品的尺寸进行直接瞄准，因此，即使在物体的尺度上进行直视也可以准确地测量水深而不会在探测引线上发生错误。版权所有（C）2004，JPO

4. 发明专利

JP2006219901A Composite floor slab 有权
标题翻译：复合地板
公开(公告)号：JP2006219901A
公开(公告)日：2006-08-24
申请号：JP2005034429
申请日：2005-02-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKATA NOBORU , SUDA KUMIKO , FUKUDA ICHIRO , SASAKI YUTAKA , HONMA SHIGEKI , TAKAHASHI SHINOBU , IWAMURA HIDEYO , AIKAWA KIYOMI
IPC分类号： E04B5/02 , E01C5/22 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a composite floor slab with proper constructibility, which can prevent a crack in concrete, and which can enhance strength.
SOLUTION: An RC or PC precast slab 1 is arranged by using a part on a girder as a joint, and a highly-tough cement composite material (ECC) 12 with a compressive strength of 30 N/mm
2 or more and a tensile strength of 1.5 N/mm
2 or more is placed on the RC or PC precast slab 1 and in the joint of the RC or PC precast slab 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供具有适当构造性的复合地板，其可以防止混凝土中的裂纹，并且可以增强强度。解决方案：RC或PC预制板1通过使用作为接头的梁上的部件和抗压强度为30N / mm 2的高韧性水泥复合材料（ECC）12布置或更高，并且在RC或PC预制板1和RC或PC预制板1的接头中放置1.5N / mm 2以上的抗拉强度以上。
版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2003301460A Underwater concrete placing device 有权
标题翻译：水下混凝土设备
公开(公告)号：JP2003301460A
公开(公告)日：2003-10-24
申请号：JP2002110947
申请日：2002-04-12
申请人： Kajima Corp , Kitagawa Iron Works Co Ltd , Yorigami Maritime Construction Co Ltd , 寄神建設株式会社 , 株式会社北川鉄工所 , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , IWAMURA HIDEYO , NISHIMURA TOSHIYUKI , IWAI KOJI
IPC分类号： E02D15/06
摘要： PROBLEM TO BE SOLVED: To provide a concrete feeder which allows concrete to be accurately placed without deviation in a proper position in water.
SOLUTION: In this feeder for placing the concrete, a discharge opening is provided at a lower end of a feed pipe for placing the underwater concrete; and a valve element, which discharges the concrete and stops the discharge of the concrete and is composed of a shape for preventing the production of cavitation, is mounted on the discharge opening.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种允许混凝土准确放置而不偏离适当位置的混凝土进料器。解决方案：在用于放置混凝土的供料器中，在用于放置水下混凝土的进料管的下端设有排出口; 并且在排出口上安装有排出混凝土并停止排出混凝土并由防止空化产生的形状构成的阀元件。版权所有（C）2004，JPO

6. 发明专利

JP2007077588A Water area structure, and method of constructing water area structure 有权
标题翻译：水域结构和水域结构构造方法
公开(公告)号：JP2007077588A
公开(公告)日：2007-03-29
申请号：JP2005263321
申请日：2005-09-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , NIIHARA YUJI , INAGAKI SATOSHI , KONDO HISAO , IWAMURA HIDEYO , SHINOHARA NOZOMI , TAKEUCHI SATOSHI , TAKAHASHI SHINOBU
IPC分类号： E02B3/06 , E02B3/12
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a water area structure which includes a steel pipe sheet pile well as a foundation, has imparted thereto characteristics of low uprush height, low overtopping wave amount, low reflection, etc. exhibits high quality, and can be constructed in a dry construction method, and to provide a method of constructing the same.
SOLUTION: According to the method of constructing the water area structure, a steel pipe sheet pile (front side) 3, a steel pipe sheet pile (rear side) 5, and steel pipe sheet piles (partition wall) 51 are driven into the ground 27, then they are jointed together, and a lower floor slab 9 (top slab concrete) is poured in the well to set timbering 53, followed by dewatering the interior of the well to dry up the same. Subsequently a wave dissipating structure (slit column bodies 11, breakwater walls 13, upper floor slabs 15, etc.) is constructed, and removal of the timbering 53, underwater cutting of the steel pipe sheet pile (front side) 3 are carried out, to thereby achieve foot protection. By carrying out the above steps, the water area structure 1 is constructed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种以钢管桩桩为基础的水面结构，赋予了低起升高度，低俯仰波量，低反射等特点，表现出高质量，可以以干式施工方法构造，并提供构造该方法的方法。解决方案：根据构造水域结构的方法，驱动钢管桩桩（前侧）3，钢管桩桩（后侧）5和钢管桩桩（隔墙）51 然后将它们接合在一起，并将较低层的板坯9（顶板混凝土）倒入井中以设置木材53，然后使井的内部脱水以使其干燥。随后，构成波浪散布结构（狭缝柱体11，防波堤壁13，上层板15等），并进行木管53的移除，钢管桩桩（前侧）3的水下切割，从而实现足部保护。通过进行上述步骤，构成了水面结构1。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006219900A Composite floor slab 有权
标题翻译：复合地板
公开(公告)号：JP2006219900A
公开(公告)日：2006-08-24
申请号：JP2005034428
申请日：2005-02-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKATA NOBORU , SUDA KUMIKO , FUKUDA ICHIRO , SASAKI YUTAKA , HONMA SHIGEKI , TAKAHASHI SHINOBU , IWAMURA HIDEYO , AIKAWA KIYOMI
IPC分类号： E04B5/40 , E01C5/22 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a composite floor slab with proper constructibility, which unnecessitates prestressing, can prevent a crack in concrete, and which can enhance strength.
SOLUTION: Ribs 9 made by forming many holes 8 in a strip-shaped steel plate are juxtaposed at proper intervals vertically on the steel plate 7 as a bottom plate of a form; the ribs 9 and the bottom plate are used in substitution for main reinforcements; alignment reinforcements 11 are arranged at proper intervals above the ribs 9 in a direction orthogonal to the ribs 9; and a highly-tough cement composite material (ECC) 12 with a compressive strength of 30 N/mm
2 or more and a tensile strength of 1.5 N/mm
2 or more is placed on the bottom plate to a predetermined thickness to which the ribs 9 and the alignment reinforcements 11 are embedded.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供具有适当构造性的复合地板，其不需要预应力，可以防止混凝土中的裂缝，并且可以增强强度。解决方案：通过在带状钢板中形成许多孔8制成的肋9作为形式的底板垂直并置在钢板7上; 使用肋9和底板代替主增强件; 对准加强件11在与肋9正交的方向上以适当的间隔布置在肋9上方; 和高强度水泥复合材料（ECC）12，抗压强度为30N / mm 2 / SP以上，拉伸强度为1.5N / mm 2以上。被放置在底板上到预定的厚度，肋9和对准加强件11嵌入到该预定厚度上。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2006089964A Structure installation method and structure 有权
标题翻译：结构安装方法与结构
公开(公告)号：JP2006089964A
公开(公告)日：2006-04-06
申请号：JP2004274658
申请日：2004-09-22
申请人： Kajima Corp , Yorigami Maritime Construction Co Ltd , 寄神建設株式会社 , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , TANAKA HIDEO , SHIBATA MASANORI , HONMA SHIGEKI , ODA YOSHIMICHI
IPC分类号： E02D27/12 , E02B3/06 , E02D27/32 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a structure installation method according to which temporary piles other than foundation files are dispensed with, and an installation height of a superstructure is positively adjusted to distribute the load of the superstructure to the foundation piles correspondingly, even if distortion occurs when setting the foundation piles and the superstructure, to thereby unite the foundation piles and the superstructure together in one body, and to provide a structure constructed according to the method.
SOLUTION: According to the structure installation method, each foundation pile 5 is set on the ground 3, and a steel pipe 39 of a height adjusting device 13 is inserted into a jacket leg 7 of the superstructure 1. Then, the superstructure 1 is hung from a hanging point fitting as a hanging point, which is arranged on an upper end of the height adjusting device 13, and the foundation pile 5 is inserted into the jacket leg 7, to thereby mount an end plate 55 of the steel pipe 39 on the foundation pile 5. At this time, a lower steel pipe 39c bears an intermediate steel pipe 39b via a spherical bearing 51, and the intermediate steel pipe 39b bears an upper steel pipe 39a via a slide jack 45. Thereafter, the slide jack 45 is extended/contracted to adjust the installation height of the superstructure 1, and thus the foundation piles 5 and the superstructure 1 are integrated together.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种结构安装方法，根据该结构安装方法，除了基础文件之外的临时堆，省去了上层建筑的安装高度，以相应地将上层建筑的载荷分配给基础桩，即使在设置基础桩和上层建筑物时发生变形，从而将基础桩和上部结构组合在一体，并提供根据该方法构造的结构。解决方案：根据结构安装方法，将每个基桩5设置在地面3上，并且将高度调节装置13的钢管39插入上层建筑1的护腿7中。然后，上层建筑 1悬挂在作为悬挂点的吊点配件上，该悬挂点配置在高度调节装置13的上端，基础桩5插入护腿7中，从而安装钢板的端板55 此时，下部钢管39c经由球面轴承51承载中间钢管39b，中间钢管39b经由滑动插座45承载上部钢管39a。此后，滑动千斤顶45伸长/收缩以调整上层建筑1的安装高度，从而使基础桩5和上部结构1结合在一起。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2005299265A Installation method of underwater structure, and underwater structure 有权
标题翻译：水下结构和水下结构的安装方法
公开(公告)号：JP2005299265A
公开(公告)日：2005-10-27
申请号：JP2004118561
申请日：2004-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , HONMA SHIGEKI , SHIBATA MASANORI
IPC分类号： E02B3/06 , E02D27/14 , E02D27/52 , E02D29/09
摘要： PROBLEM TO BE SOLVED: To provide an installation method of an underground structure, and the underground structure dispensing with temporary piles other than foundation piles and integrating the foundation piles and a superstructure by positively adjusting installation height and distributing load suitably to each foundation pile even if distortion arises to the superstructure during manufacture and erection.
SOLUTION: The foundation pile 5 is installed in the water bottom ground 3, and a jacket 1 comprising a jacket leg 7 and a truss part 11 is built up. A height adjusting device 13 comprising a steel pipe 29, a jacket 19, and the like is installed at the jacket 1 by inserting the steel pipe 29 in the jacket leg 7. The foundation pile 5 is then inserted in the jacket leg 7, and end plates 27 of the steel pipe 29 are placed on the foundation pile 5 to temporarily receive the jacket 1 by the foundation pile 5. The jack 19 of the height adjusting device 13 is extended/contracted to adjust the installation height of the jacket 1 and to integrate the jacket 1 with the foundation pile 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地下结构的安装方法，以及地下结构分配除桩基之外的临时桩，并且通过积极地调整安装高度和分配负荷适当地对每个基础整合基础桩和上层结构即使在制造和安装过程中上层建筑发生变形。解决方案：基础桩5安装在水底地面3中，并且构建包括护腿7和桁架部11的护套1。包括钢管29，护套19等的高度调节装置13通过将钢管29插入护套7中而安装在护套1上。然后将基础桩5插入护腿7中，并且钢管29的端板27被放置在基础桩5上，以通过基础桩5临时容纳护套1。高度调节装置13的千斤顶19被伸展/收缩以调节护套1的安装高度，将夹克1与基础桩3整合。（C）2006年，JPO＆NCIPI

10. 发明专利

JP2007031990A Joint of steel pipe sheet pile, joint structure of steel pipe sheet pile, and steel pipe sheet pile construction method 有权
标题翻译：钢管板接头，钢管接头结构和钢管板结构方法
公开(公告)号：JP2007031990A
公开(公告)日：2007-02-08
申请号：JP2005213737
申请日：2005-07-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , TANAKA HIDEO , SASAKI YUTAKA , AKIYAMA YOSHINOBU , NIIHARA YUJI
IPC分类号： E02D5/08
摘要： PROBLEM TO BE SOLVED: To provide a wide L-L joint of a steel pipe sheet pile structure, which contributes to improvement in tensile strength, compressive strength, flexural strength, etc. through a relatively simple structure, exerts high rigidity, and positively prevents infiltration of water and sediment during construction and after completion of the construction.
SOLUTION: The wide joint is formed of a female joint 2 consisting of a pair of hook-shaped steel members 10, 10, and a male joint 3 consisting of a pair of hook-shaped steel members 11, 11. An inward-facing claw portion 10b of the hook-shaped steel member 10 has a folded portion 10c which is integrally formed with the inward-facing claw portion 10b at the tip of the same and protrudes toward a steel pipe 1 in parallel with a leg portion 10a, while an outward-facing claw portion 11b of the hook-shaped steel member 11 has a folded portion 11c which is integrally formed with the inward-facing claw portion 11b at the tip of the same and protrudes toward the steel pipe 1 in parallel with a leg portion 11a. Thus the inward-facing claw portion 10b, the outward-facing claw portion 11b, and the folded portions 10c, 11c cooperatively form a second cell (joint cell) B on each side of a first cell (central cell) A between the steel pipes, and mortar is filled in the cells A, B to ensure strength. Thus the mortar in each second cell B bears compressive force, and the two second cells B exert positive water cutoff performance.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供钢管桩桩结构的宽LL接头，其通过相对简单的结构有助于提高拉伸强度，抗压强度，弯曲强度等，发挥高刚性和正向防止施工期间和施工完成后水和沉积物渗入。解决方案：宽接头由一对钩状钢构件10,10和由一对钩状钢构件11,11组成的阳接头3构成的阴接头2形成。向内钩状钢构件10的表面爪部10b具有与其前端的向内爪部10b一体形成的折叠部10c，并且与腿部10a平行地朝向钢管1突出而钩状钢构件11的向外的爪部11b具有与其前端的向内爪部11b一体形成的折叠部11c，并且与钢管1平行地朝向钢管1突出腿部11a。因此，向内的爪部10b，向外的爪部11b和折叠部10c，11c协同地在钢管之间的第一电池（中心电池）A的每一侧形成第二电池（关节电池）B ，并将砂浆填充到电池A，B中以确保强度。因此，每个第二电池B中的砂浆承受压缩力，并且两个第二电池B施加正断流性能。版权所有（C）2007，JPO＆INPIT

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