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1. 发明专利

JP2009035927A Method of reinforcing existing structure foundation, and reinforcing structure 有权
标题翻译：加强现有结构基础和增强结构的方法
公开(公告)号：JP2009035927A
公开(公告)日：2009-02-19
申请号：JP2007200748
申请日：2007-08-01
申请人： Shimizu Corp , 清水建設株式会社
发明人： KURODA MASANOBU
IPC分类号： E02D27/48 , E02D3/00 , E02D3/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing an existing structure foundation, which contributes to reduction of construction costs by simplifying construction, and positively achieves reinforcement.
SOLUTION: According to the method, the ground under a footing 2 is excavated to form a work space R1, and pile heads 3a of a plurality of existing foundation piles 3, 3, etc. located in an excavated area are exposed by using the work space R1, followed by winding externally winding reinforcing pipes 4 on the existing foundation piles 3, 3, etc. to sheathe and reinforce the same. Thereafter the excavated work space R1 is embedded with fluidized soil 6, and thus the footing 2 is reinforced.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种加强现有结构基础的方法，其通过简化结构有助于降低施工成本，并且积极地实现增强。解决方案：根据该方法，挖出底脚2下的地面以形成工作空间R1，并且位于挖掘区域中的多个现有基础桩3,3等的桩头3a暴露于使用工作空间R1，然后在现有的基础桩3,3等上缠绕外部缠绕的加强管4以将其固化并加固。此后，挖掘的工作空间R1嵌入有流化土6，从而增强了基脚2。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2005315000A Pile driving method 有权
标题翻译：皮带驱动方法
公开(公告)号：JP2005315000A
公开(公告)日：2005-11-10
申请号：JP2004135788
申请日：2004-04-30
申请人： Shimizu Corp , 清水建設株式会社
发明人： KURODA MASANOBU
IPC分类号： E02D7/18
摘要： PROBLEM TO BE SOLVED: To provide a pile driving method capable of efficiently driving pile bodies to the ground from positions above an obstacle.
SOLUTION: Short unit pile bodies (unit sheet sheet piles 5) are sequentially driven by a pile driver 6 while they are connected together underneath the obstacle (piping 4). When driving the unit pile body, a frame body 7 is installed in a manner movable up and down outside the obstacle; the frame body 7 is located between the pile driver and the unit pile body; and the unit pile is driven through the frame body 7. The frame body is installed in a manner connectable to the pile driver 6 located above and has an opening 8 larger than the size of the obstacle located below. The frame body has a high rigidity and an inner effective height larger than the driving stroke of the unit pile body. The unit pile body is held by a holder 9 attached to the opening 8, and the unit pile body is driven to a position where the obstacle reaches an inner upper portion of the frame body from an inner bottom portion of the frame body. At that time, the driving is stopped, the frame body 7 is raised, and a new unit pile body is added and driven thereby repeating the process.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够有效地将桩体从位于障碍物上方的位置驱动到地面的打桩驱动方法。解决方案：当单元桩体（单位片材桩5）在障碍物（管道4）下面连接在一起时，它们由打桩机6依次驱动。当驱动单元堆体时，框架体7以可以在障碍物外部上下移动的方式安装; 框体7位于打桩机和单体桩体之间; 并且单元堆被驱动通过框架体7.框架主体以可连接到位于上方的打桩机6的方式安装，并且具有比位于下方的障碍物的尺寸大的开口8。框架体具有比单体桩体的驱动行程高的高刚性和内有效高度。单元桩体由安装在开口8上的保持件9保持，单元桩体从框体的内底部被驱动到障碍物到达框体的内部上部的位置。此时，驱动停止，框架体7升起，并且添加并驱动新的单位桩体从而重复该过程。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2004083244A High pressure gas storage facility 有权
标题翻译：高压气体储存设施
公开(公告)号：JP2004083244A
公开(公告)日：2004-03-18
申请号：JP2002249148
申请日：2002-08-28
申请人： Shimizu Corp , 清水建設株式会社
发明人： ISHIZUKA YOSHIO , YONEYAMA KAZUYUKI , HATTA TOSHIYUKI , OKUNO TETSUO , KURODA MASANOBU , NOBUTO JUN
IPC分类号： E21F16/00 , B65D88/76 , B65D90/50 , B65G5/00 , F17C1/00 , F17C13/12
摘要： PROBLEM TO BE SOLVED: To surely detect leakage of high pressure gas stored in a reservoir in high pressure gas storage facilities constructed in a rock mass and to detect the leakage of the high pressure gas stored in the reservoir even in cases where a little amount of gas is present in a drainage body or no groundwater is present.
SOLUTION: The outer circumference of the reservoir 7 is covered with the drainage body 8 and the drainage body 8 is connected to a gas quantity measuring instrument 9 and a gas detecting tube 10 via a connecting pipe 11. The gas detecting tube 10 is connected to a gas detector 12 by connecting pipe (not shown). The gas detector 12 is provided in a top part tunnel provided in the upper part of a cavity part 1, on the ground surface, or in an access tunnel 2 connected from the reservoir 7 to the ground surface.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了确保检测在岩体中构造的高压气体存储设备中储存在储存器中的高压气体的泄漏，并且即使在存储在储存器中的情况下也可以检测存储在储存器中的高压气体的泄漏排水体中存在少量气体，或不存在地下水。解决方案：储存器7的外周被排放体8覆盖，排水体8通过连接管11与气体量测量仪9和气体检测管10连接。气体检测管10 通过连接管（未示出）连接到气体检测器12。气体检测器12设置在设置在空腔部分1的上部，地面上的顶部通道中，或者设置在从储存器7连接到地面的通道2中。版权所有（C）2004，JPO

4. 发明专利

JP2004044712A Ground tank reinforcing structure 审中-公开
公开(公告)号：JP2004044712A
公开(公告)日：2004-02-12
申请号：JP2002204052
申请日：2002-07-12
申请人： Shimizu Corp , 清水建設株式会社
发明人： KURODA MASANOBU
IPC分类号： E02D27/12 , B65D90/12 , B65D90/24 , E02D27/38 , E04H7/06 , F17C13/08 , F17C13/12
摘要： PROBLEM TO BE SOLVED: To provide a ground tank reinforcing structure capable of rebuilding a ground tank or reinforcing the earthquake resistance of the ground tank, with an inexpensive and simple structure.
SOLUTION: The ground tank 1 is provided with a ground tank main body 2, and a foundation structure body 7. The foundation structure body 7 is composed of a plurality of foundation piles 8, and a heat insulating foundation bottom plate 9. Additional piles 12 are separately arranged in the ground at predetermined intervals, along an outer peripheral portion of the heat insulating foundation bottom plate 9. A reinforcing bottom plate 13 is supported by the additional pile 12, and disposed on the ground surface. A shape of that is formed so as not only to surround the outer peripheral portion of the foundation bottom plate 9, but also cover a lower part of a side wall 3 of the ground tank main body 2. The entire peripheral edge of the heat insulating foundation bottom plate 9 is chipped, and concrete of the reinforcing bottom plate 13 is accurately fixed on a chipping surface 9a formed as a rough surface. An exposed reinforcing iron bar is involved in the concrete, and the heat insulating foundation bottom plate 9 and the reinforcing bottom plate 13 are firmly integrated.
COPYRIGHT: (C)2004,JPO

5. 发明专利

JP2003286714A Intake and discharge pipe for intake and discharge facility and its building method 有权
标题翻译：吸入和排放管道用于进出口设施及其建筑方法
公开(公告)号：JP2003286714A
公开(公告)日：2003-10-10
申请号：JP2002091861
申请日：2002-03-28
申请人： Shimizu Corp , 清水建設株式会社
发明人： KURODA MASANOBU
IPC分类号： E02B9/04 , F16L1/12
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To reduce the construction cost of intake and discharge pipes used for an intake and discharge facility such as an energy facility. SOLUTION: One end of an undersea tunnel 1 installed for passing a gas pipe line 2 and composed of a shield tunnel, an immersed tunnel or the like is connected to the intake and discharge facility 21 by a conduit 1b. An intake and discharge port 1a extended on the bottom of the sea 4 from the upper section of the undersea tunnel 1 is mounted. Water is passed through the tunnel inside 1c, and the undersea tunnel 1 is used as one of the intake and discharge pipe taking seawater to the intake and discharge, facility 21 and discharging a drain from the intake and discharge facility 21. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：降低用于诸如能源设施的进出排放设备的进排管道的施工成本。解决方案：安装用于通过气体管线2并由屏蔽隧道，浸入隧道等构成的海底隧道1的一端通过导管1b连接到进排气设备21。安装了从海底隧道1的上部延伸到海底4的进气口1a。水通过1c内的隧道，海底隧道1被用作将进水和排放的海水中的一个进入和排出设施21，并从排放设施21排出排水口。（C）2004，JPO

6. 发明专利

JP2003020098A Underground tank lifting preventive structure 审中-公开
标题翻译：地下油罐提升预防结构
公开(公告)号：JP2003020098A
公开(公告)日：2003-01-21
申请号：JP2001203526
申请日：2001-07-04
申请人： Shimizu Corp , Tokyo Gas Co Ltd , 東京瓦斯株式会社 , 清水建設株式会社
发明人： KURODA MASANOBU , KAWAMURA YOSHINORI
IPC分类号： E02D29/045 , B65D88/76 , B65D90/02 , E21D13/00 , F17C13/08
摘要： PROBLEM TO BE SOLVED: To effectively prevent a tank body from lifting when an underground tank which stores a low temperature liquefied gas is empty.
SOLUTION: A wide width ring 12 which extends to the peripheral ground side is extended in the peripheral direction, in the vicinity of the lower end of an underground continuous wall 21 of the underground tank 10 of which the tank body 10A is supported by the underground continuous wall 21. A shear resistance of the soil, which applies in the opposite direction from the acting direction of the lifting pressure along the shear surface generated in the upper ground from the outer peripheral edge of the wide width ring 12 when the lifting pressure is applied to a tank bottom plate 14, is added to the self weight of the underground tank 10. Thus, the overall tank body is prevented from lifting.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：当储存低温液化气的地下储存罐为空时，有效防止罐体起吊。解决方案：延伸到周边地面侧的宽幅环12在地下罐10的地下连续壁21的下端附近沿圆周方向延伸，其中罐体10A由地下罐连续壁21.土壤的抗剪切力，其在提升压力为从宽宽度环12的外周边缘在上地面中产生的剪切面时沿着提升压力的作用方向相反的方向施加，当提升压力为施加到罐底板14上，被添加到地下罐10的自重中。因此，防止整个箱体抬起。

7. 发明专利

JP2004204574A Method of preventing liquefaction of ground 审中-公开
公开(公告)号：JP2004204574A
公开(公告)日：2004-07-22
申请号：JP2002375711
申请日：2002-12-26
申请人： Shimizu Corp , 清水建設株式会社
发明人： MIYAKE NORIJI , KURODA MASANOBU , KOSAKA NOBUAKI , ISHIKAWA AKIRA
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To realize a method of preventing liquefaction that can efficiently lower an underground water level.
SOLUTION: In the method of preventing liquefaction by providing a pumping well 4 in the ground to be prevented from liquefaction such as the reclaimed ground 6, and pumping up underground water from the pumping well to lower the underground water level, thereby putting the ground in an unsaturated state to enhance the ground strength to liquefaction. A drain pipe 7 is laid in the ground, and the underground water is collected by the drain pipe and led to the pumping well. A water collecting pit is provided in a surface layer part of an impermeable layer existing in the lower layer of the ground to be prevented from liquefaction, and the drain pipe is laid in the water collecting pit. A plurality of drain pipes are provided in multiple stages in the ground. The plurality of drain pipes are provided radially around the pumping well. The underground water is pumped up by the pumping well, and water is injected from the ground surface part to recover the underground water level. The drain pipes are laid beforehand when constructing the reclaimed ground to prevent liquefaction of the reclaimed ground.
COPYRIGHT: (C)2004,JPO&NCIPI

8. 发明专利

JP2004204524A Consolidation-promotion reclamation construction method and consolidation-promotion reclamation structure 有权
公开(公告)号：JP2004204524A
公开(公告)日：2004-07-22
申请号：JP2002374092
申请日：2002-12-25
申请人： Shimizu Corp , 清水建設株式会社
发明人： KURODA MASANOBU
IPC分类号： E02B3/18 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To reduce a cost while shortening the term of works by consolidating a weak stratum by a reclamation by filling soil having aerial wet weight and efficiently reclaiming waters, in which there is the weak stratum on a water-bottom ground, when the waters are reclaimed.
SOLUTION: In the consolidation-promotion reclamation construction method in which the waters W in which the weak stratum F is formed to the water-bottom ground B are reclaimed while the consolidation of the weak stratum F is promoted, the construction method is composed of a first process in which the reclamation range 1 of the waters W is partitioned by impervious structures 2, a second process in which the inside of the range 1 is drained, a third process, in which a drain material 4 is laid on the surface of the water-bottom ground B in the range 1 and a drain layer 5 is formed while a drainage means 6 discharging water in the layer 5 to the outside of the range 1 is disposed, and a fourth process in which the inside of the range 1 is reclaimed by filling soil 7.
COPYRIGHT: (C)2004,JPO&NCIPI

9. 发明专利

JP2002371573A Underground tank 审中-公开
标题翻译：地下油罐
公开(公告)号：JP2002371573A
公开(公告)日：2002-12-26
申请号：JP2001181525
申请日：2001-06-15
申请人： Shimizu Corp , Tokyo Gas Co Ltd , 東京瓦斯株式会社 , 清水建設株式会社
发明人： KAWAMURA YOSHINORI , KURODA MASANOBU
IPC分类号： E02D29/045 , B65D90/00 , E21D13/00 , F17C13/00
摘要： PROBLEM TO BE SOLVED: To improve a driving efficiency by reducing a residual quantity in an underground tank.
SOLUTION: This underground tank is provided with a cylindrical side wall 11 provided in ground G and a bottom slab 12 integrally fixed to the lower part of the side wall 11 and stores liquid in a space surrounded with the side wall 11 and the bottom slab 12. The upper surface central part 12a of the bottom slab 12 is set to have a concaved shape.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过减少地下储罐中的残留量来提高驱动效率。解决方案：该地下储罐设置有设置在地面G中的圆筒形侧壁11和一体地固定在侧壁11的下部的底板12，并将液体储存在由侧壁11和底板12包围的空间中底板12的上表面中心部12a被设定为凹形。

10. 发明专利

JP2012246670A Uplift pressure-resisting underground structure 审中-公开
标题翻译： UPLIFT压力调节地下结构
公开(公告)号：JP2012246670A
公开(公告)日：2012-12-13
申请号：JP2011118724
申请日：2011-05-27
申请人： Shimizu Corp , 清水建設株式会社
发明人： KURODA MASANOBU , ENDO KAZUO
IPC分类号： E02D31/12
摘要： PROBLEM TO BE SOLVED: To fight against a lift due to uplift pressure generated in underground structures such as a dry dock and various tanks, with an economical structure.SOLUTION: In an uplift pressure-resistant underground structure, the lift of an underground structure 10 located below a prescribed groundwater level of a ground 1 on which the underground structure 10 such as a dry dock is established is suppressed by means of a structure dead weight resisting against the uplift pressure due to groundwater acting on the underground structure 10, and a part of a bottom slab 11 in the underground structure 10 is formed by a soil material layer 13 obtained by compacting sandy soil, rolling and laminating, or the soil material layer 13 comprising a solidification body obtained by mixing a solidification material, packing and solidifying. This can suppress the lift of the underground structure. Preferably a waterproof sheet 20 is laid on the bottom surface of the bottom slab structure if necessary.
摘要翻译：要解决的问题：由于地下建筑物（如干船坞和各种坦克）产生的隆起压力，具有经济的结构，抵抗电梯。解决方案：在提升耐压地下结构中，位于地下1水平的地下结构10的地下水位的升降机，其上建立了诸如干船坞的地下结构10，借助于抵抗由于地下水作用在地下结构10上的隆起压力的结构自重，地下结构10中的底板11的一部分由通过压实砂土，轧制和层压获得的土壤材料层13形成，或土壤材料层13包括通过混合固化材料而获得的固化体，包装和固化。这可以抑制地下结构的升力。如果需要，优选地，在底板结构的底表面上铺设防水片20。版权所有（C）2013，JPO＆INPIT

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