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1. 发明专利

JP2013036323A Reclamation method and mixed material for reclamation 有权
标题翻译：回收方法和混合材料进行回收
公开(公告)号：JP2013036323A
公开(公告)日：2013-02-21
申请号：JP2012155652
申请日：2012-07-11
申请人： Shimizu Corp , 清水建設株式会社 , Aomi Construction Co Ltd , あおみ建設株式会社 , Shin Etsu Chem Co Ltd , 信越化学工業株式会社
发明人： ISE JUICHI , MIYATA KAZU , NAGASAWA MASAAKI , MIYASHITA TAKEYUKI , TAKEUCHI JUN , YOSHIHARA ITARU , GORYODA OSAMU , YAMAKAWA TSUTOMU
IPC分类号： E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide a reclamation method which can use sediment containing large diameter gravel and enables construction of the reclaimed ground with stable density and strength, and a mixed material for reclamation.SOLUTION: A mixed material for reclamation, which is prepared by mixing a stabilizer, a separation inhibitor and water with sediment containing large diameter gravel, is added into water. The mixed material for reclamation added into the water is compacted every certain layer thickness. A reclamation method includes the step of: preparing the mixed material for reclamation by mixing and stirring paste comprising the stabilizer, water and the separation inhibitor, with the sediment; adding the mixed material for reclamation into water; and compacting the mixed material for reclamation added into the water every predetermined layer thickness.
摘要翻译：要解决的问题：提供一种可以使用含有大直径砾石的沉淀物的再生方法，并且能够以稳定的密度和强度构建回收地面，以及用于回收的混合材料。解决方案：通过将稳定剂，分离抑制剂和水与含有大直径砾石的沉淀混合制备的用于回收的混合材料加入到水中。添加到水中的填埋混合材料每一层厚度都被压实。回收方法包括以下步骤：通过将包含稳定剂，水和分离抑制剂的浆料与沉淀物混合搅拌来制备用于回收的混合材料; 将复垦材料加入水中; 并且每预定层厚度压实添加到水中的用于回收的混合材料。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012207446A Method for constructing impervious wall and construction apparatus used in the method 审中-公开
标题翻译：用于构造方法中使用的不正确的墙壁和构造装置的方法
公开(公告)号：JP2012207446A
公开(公告)日：2012-10-25
申请号：JP2011073864
申请日：2011-03-30
申请人： Shimizu Corp , Taiyo Kogyo Corp , Kato Construction Co Ltd , 太陽工業株式会社 , 株式会社加藤建設 , 清水建設株式会社
发明人： ISE JUICHI , KAWADA MASAYA , YOKOYAMA KATSUHIKO , HOTTA ATSUSHI , ONO YOICHI , MAKINO MASAKI , ITO HIROKUNI
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To prevent collapse of a sheet roll when the sheet roll obtained by winding an impervious sheet in a roll shape is penetrated into the ground, and the impervious sheet is drawn from the sheet roll sequentially and is spread while the drawer end is fixed so that an impervious wall is constructed in the ground.SOLUTION: A roll penetration post 11 which supports a sheet roll 1 is mounted to a leader mast of a penetration mother machine 6 to be vertically mobile, and the roll penetration post 11 is penetrated into the ground together with the sheet roll 1 and is made to traverse. A traverse auxiliary device 40 of rotary blade system for supporting traverse motion is installed at the lower end of the roll penetration post 11. The traverse motion of the penetration mother machine 6 itself is synchronized with the motion at the lower end of the roll penetration post 11 which travels with the traverse auxiliary force from the traverse auxiliary device 40 while the suitability of an upright degree of the roll penetration post 11 is monitored. Hence, an upright attitude of the roll penetration post 11 during traveling is maintained.
摘要翻译：要解决的问题：为了防止当通过卷绕不透膜的辊卷所获得的片材辊被浸入到地面中时防止片材辊的塌陷，并且不可渗透片材顺序地从片材卷取并且在抽屉端部被固定，使得在地面上构建不透水的墙壁。解决方案：支撑片材卷1的辊穿透柱11安装到穿透母机6的导杆上以便可垂直移动，并且辊穿透杆11与片卷1一起穿入地面并被穿行。用于支撑横动运动的旋转刀片系统的横动辅助装置40安装在辊穿透杆11的下端。穿透母机6本身的横动运动与辊穿透柱的下端的运动同步 11，其横贯辅助装置40的横动辅助力行进，同时监视辊穿入杆11的直立度的适合性。因此，保持行进中的辊穿入杆11的直立姿态。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2008088730A Multi-shaft composite stirring construction method 有权
标题翻译：多轴复合材料施工方法
公开(公告)号：JP2008088730A
公开(公告)日：2008-04-17
申请号：JP2006271912
申请日：2006-10-03
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAMIMURA KAZUYOSHI , MITSUYAMA TEIJI , KAWASAKI HIROTAKA , ISE JUICHI , TONISHI YUKIO , KUROSAKI FUJIMI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an effective and proper device and a method for improving soil by the composite stirring of mechanical stirring and high pressure injection stirring economically and efficiently.
SOLUTION: This device is provided with the odd number of rotary shafts 1, namely, three shafts or more provided with stirring blade at tips, each of these rotary shafts is composed of at least two main rotary shafts 1A and at least one auxiliary rotary shaft 1B, and the main rotary shafts and the auxiliary rotary shafts are alternately arranged in parallel while the main rotary shafts are arranged on both sides. The stirring blade provided at the tip of the main rotary shaft has a high pressure injection port 4, and a spiral 8 for pushing up and discharging the soil around a shaft part of the auxiliary rotary shaft is provided at a shaft part of the auxiliary rotary shaft. An improved body 10 having a shape having an injection stirring improving part 10b is constructed on the outer side of a mechanical stirring improving part 10a by stirring by the stirring blades provided at the main rotary shafts and the auxiliary rotary shafts while jetting an improving agent at high pressure through the high pressure injection port and discharging the soil by spiral which the auxiliary rotary shaft has.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：经济有效地通过机械搅拌和高压注射搅拌的复合搅拌来提供有效和适当的装置和改善土壤的方法。解决方案：该装置具有奇数个旋转轴1，即在尖端处设置有搅拌叶片的三个或更多个轴，这些旋转轴中的每一个由至少两个主旋转轴1A和至少一个辅助旋转轴1B，并且主旋转轴和辅助旋转轴在主旋转轴布置在两侧时交替布置成平行。设置在主旋转轴的前端的搅拌叶片具有高压注入口4，并且在辅助旋转轴的轴部设置有用于将辅助旋转轴的轴部周围的土壤推出并排出的螺旋8 轴。具有注射搅拌改善部10b的形状的改进体10通过在主旋转轴和副旋转轴上设置的搅拌叶片的搅拌而在机械搅拌改善部10a的外侧构成，同时在通过高压注入口的高压，并通过辅助旋转轴具有的螺旋排出土壤。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2009121085A Construction method for ground vibration propagation suppressing structure 有权
标题翻译：地震振动传播抑制结构的施工方法
公开(公告)号：JP2009121085A
公开(公告)日：2009-06-04
申请号：JP2007294304
申请日：2007-11-13
申请人： Shimizu Corp , 清水建設株式会社
发明人： ISE JUICHI , SARUTA MASAAKI , ISHII TAKU , SUZUKI KENJI , YOSHIDA KAZUHIRO , MINEGAKI AKIRA
IPC分类号： E02D31/08 , E02D5/18 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To suppress an adverse effect on existing facilities such as a neighborhood house by effectively reducing vibrations propagated via ground from vibration generating sources such as a working device in a factory etc. , and vibrating sources of railway vibrations, a road traffic, etc.
SOLUTION: A plurality of vertically elongated bag-shaped bodies, which are supported by holding members, respectively, are provided in line in a groove, in which a solidifying material is mixed, in the prescribed range of the ground 3 between the vibration generating source 1 and facilities 60 affected by the vibration generating source 1; a fluid is supplied into each of the bag-shaped bodies and expanded, before the hardening of the solidifying material; and subsequently, the solidifying material is hardened for the construction of a hollow wall body 12 in which a hollow portion 13 composed of an expanded shape is formed in the groove.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了通过有效地减少由诸如工厂中的工作装置等振动产生源经地面传播的振动和铁路振动振动源来抑制对邻近房屋等现有设施的不利影响，道路交通等。解决方案：分别由保持构件支撑的多个垂直细长的袋状体设置在规定范围内的固化材料混合的槽中，振动产生源1与受振动产生源1影响的设备60之间的地面3; 在固化材料硬化之前，向每个袋状体供给流体并膨胀; 随后，固化材料被硬化，用于构造中空壁体12，其中在凹槽中形成由膨胀形状构成的中空部分13。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2008095388A Construction management method in mixing processing construction method and its device 有权
标题翻译：混合加工施工方法及其装置的施工管理方法
公开(公告)号：JP2008095388A
公开(公告)日：2008-04-24
申请号：JP2006278617
申请日：2006-10-12
申请人： Fudo Tetra Corp , Penta Ocean Construction Co Ltd , Shimizu Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toto Denki Kogyo Kk , Toyo Constr Co Ltd , 五洋建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 東都電機工業株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社
发明人： HOSOMI HISAFUMI , MIURA HITOSHI , OTA MASANORI , NAGATSU TATSUO , ISE JUICHI , NAKAJIMA HIDEAKI , YOSHIDA TAKAAKI , YAMAGUCHI KOICHIRO , OTSUKA KOICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a construction management method and its device for controlling so as to provide an objective structure, by successively arithmetically operating and correcting a value of the tip depth of a construction machine, by inputting a change in a water level, while floating a pontoon on a water surface.
SOLUTION: This device is composed of a ground improvement measuring step of detecting the tip depth, a lifting speed, a blade cutting frequency and a delivery quantity of cement slurry of a mixing processing agitating shaft, a step of correcting and arithmetically operating the value of the tip depth of the agitating shaft by manually or automatically inputting a change in the water level caused by a tide level to this measured value, and a step of controlling so as to minimize a deviation between a workload being a reference value such as the lifting speed per unit depth and the delivery quantity of the cement slurry set in the arithmetic operation step and a target workload per unit depth.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种施工管理方法及其控制装置，以提供目标结构，通过依次运算和修正施工机械的刀尖深度的值，通过输入水位漂浮在水面上的浮筒。解决方案：该装置由检测混合处理搅拌轴的水泥浆的尖端深度，提升速度，叶片切割频率和输送量的地面改进测量步骤，校正和算术运算步骤通过手动或自动地输入由潮汐水平引起的对该测量值的水位变化的搅拌轴的尖端深度的值，以及控制以使作为参考值的工作量之间的偏差最小化的步骤作为每单位深度的提升速度和算术运算步骤中设定的水泥浆的输送量以及每单位深度的目标工作量。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2006336220A Soil improvement method 有权
标题翻译：土壤改良方法
公开(公告)号：JP2006336220A
公开(公告)日：2006-12-14
申请号：JP2005159318
申请日：2005-05-31
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , YOSHIDA KOICHI , ISE JUICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement method capable of reducing cost, and capable of increasing efficiency in execution, by rationally preparing an improvement body having a large diameter.
SOLUTION: This soil improvement method prepares the columnar improvement body 14 in the ground G by filling a curing material in the ground G by injecting the curing material from a lower stage injection hole 3 while cutting the ground G by injecting cutting water from an upper stage injection hole 2 when pulling up while rotating an injection rod 1 inserted into the ground; and prepares the columnar improvement body 14 in the ground G by setting an injection rate of the curing material to 10 to 30%, and setting the total injection rate of adding an injection rate of the curing material and an injection rate of the cutting water to 20 to 50%.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过合理地制备具有大直径的改进体，提供能够降低成本并且能够提高执行效率的土壤改良方法。解决方案：该土壤改良方法通过从下阶段注入孔3注入固化材料，同时通过将切割水从当旋转插入地面的注射杆1时上升时，上阶段注入孔2; 通过将固化材料的注射速率设定为10〜30％，将固化物的喷射率和切割水的喷射量的总喷射率设定为 20〜50％。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006291487A Impervious wall construction device 有权
标题翻译：不正确的建筑设备
公开(公告)号：JP2006291487A
公开(公告)日：2006-10-26
申请号：JP2005110479
申请日：2005-04-07
申请人： Kato Construction Co Ltd , Shimizu Corp , Taiyo Kogyo Corp , 太陽工業株式会社 , 株式会社加藤建設 , 清水建設株式会社
发明人： YOKOYAMA KATSUHIKO , ISE JUICHI , KAWADA MASAYA , UEDA SHIGEO , ANDO AKINOBU , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a construction device having a simple structure and capable of inserting a roll deeply and constructing an impervious wall having large depth based on a precondition of use of an impervious sheet roll wound like a roll.
SOLUTION: The sheet roll 1 of an impervious sheet S using a female joint 2 and an extension rod 26 in its upper part as core members is supported on a roll intrusion post 11 supported on a leader mast so as to elevate at standing-up straight attitude. The sheet roll 1 is selectively supported by a gripper mechanism 24 capable of gripping it rotatably and a gripper mechanism 25 capable of gripping it so as to prevent rotation in addition to a roll receiving bracket 20 with a positioning pin 21 in a lower part. It is intruded into the ground in a rotation impossible condition, its grip is changed into a rotation possible condition, and it is left in the ground after deploying the impervious sheet S.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有简单结构并能够深深地插入辊的构造装置，并且基于使用缠绕在辊上的不透水片材辊的前提条件来构造具有较大深度的不透水壁。解决方案：使用母接头2和作为芯部件的上部的延伸杆26的不透水片S的片材卷1被支撑在支撑在导杆杆上的辊入侵柱11上，以便立起直的态度片卷1由能够可旋转地夹持的夹持机构24和能够夹持的夹持机构25选择性地支撑，以便除了具有定位销21的下部的辊容纳托架20之外，还可以防止旋转。它在不可旋转状态下被侵入地面，其抓地力变为可旋转状态，并且在部署不透水片材S后留在地面上。（C）2007，JPO＆INPIT

8. 发明专利

JP2006207153A Impervious sheet storage device and installation method for impervious sheet using impervious sheet storage device 审中-公开
标题翻译：使用不正确的存储器件的不正确的片材的不正确的存储器件和安装方法
公开(公告)号：JP2006207153A
公开(公告)日：2006-08-10
申请号：JP2005017360
申请日：2005-01-25
申请人： Kato Construction Co Ltd , Shimizu Corp , Taiyo Kogyo Corp , 太陽工業株式会社 , 株式会社加藤建設 , 清水建設株式会社
发明人： INAI TAKASHI , KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , ISE JUICHI , KAWADA MASAYA , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI , UEDA SHIGEO , ANDO AKINOBU
IPC分类号： E02D5/18 , B09B1/00 , E02D19/12
摘要： PROBLEM TO BE SOLVED: To provide an impervious sheet storage device capable of easily developing an impervious sheet by smoothly rotating the rolled impervious sheet and an installation method for the impervious sheet using the impervious sheet storage device.
SOLUTION: This impervious sheet storage device 1 is disposed in a groove formed in a ground, stores the rolled-up impervious sheet 3, and develops the impervious sheet 3 in the groove. The impervious sheet storage device comprises a cylindrical member 5 in which the rolled impervious sheet 3 is stored and outlets 4 for drawing the impervious sheet 3 are formed in the side part thereof, a rotatingly holding means 6 rotatingly holding the impervious sheet 3 in the cylindrical member 5, and a water sealing means 7 closing the outlet 4 disposed on both sides of the impervious sheet 3 passed through the outlets 4.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决的问题：提供一种能够通过平滑地旋转轧制的不透水片而容易地显影不透过片的不透液性片材存储装置和使用不透水片材存储装置的不透水片的安装方法。解决方案：该不透水片材存储装置1设置在形成在地面上的凹槽中，存储卷起的不透过片材3，并使不透水片材3在凹槽中形成。不透水片材存储装置包括：圆筒状构件5，其中存储有不可渗透的片材3，并且在其侧部形成有用于拉出不透过片材3的出口4;旋转保持装置6，将不透过片材3旋转地保持在圆柱形（C）2006，JPO＆NCIPI（C）2006，JPO＆NCIPI（C）2006，JPO＆NCIPI

9. 发明专利

JP2013072748A Soil improvement body measuring apparatus 审中-公开
标题翻译：土壤改良体测量装置
公开(公告)号：JP2013072748A
公开(公告)日：2013-04-22
申请号：JP2011211848
申请日：2011-09-28
申请人： Shimizu Corp , 清水建設株式会社 , Raito Kogyo Co Ltd , ライト工業株式会社
发明人： YOKOYAMA KATSUHIKO , ISE JUICHI , OMI KENGO , ABE MASANAO , NAGASAKI KOJI
IPC分类号： G01B5/12 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement body measuring apparatus capable of improving measuring accuracy of the finished shape of a soil improvement body.SOLUTION: A soil improvement body measuring apparatus 1 for measuring the finished shape of the soil improvement body created by injecting a hardening material into the ground and stirring and mixing them includes: a casing 2 that can be substantially vertically disposed in an unhardened soil improvement body; a bendable, long rod-shaped measurement body 3 that is stored in the casing 2; a sending mechanism 4 that sends the measurement body 3 from an outlet 29 located in the lower part of the casing 2 outside the casing 2 and moves the tip end of the sent measurement body 3 to a boundary surface between the unhardened soil improvement body and the unimproved ground; and shape detecting means 5 for detecting the shape of the measurement body 3.
摘要翻译：要解决的问题：提供能够提高土壤改良体的成品形状的测量精度的土壤改良体测量装置。解决方案：用于测量通过将硬化材料注入地面并搅拌和混合而形成的土壤改良体的成品形状的土壤改良体测量装置1包括：可基本垂直设置在未硬化的壳体2 土壤改良体; 存储在壳体2中的可弯曲的长的棒状测量体3; 发送机构4，其将测量体3从位于壳体2的下部的出口29发送到壳体2的外部，并将被测量体3的前端移动到未硬化的土壤改良体与没有改善的地面和形状检测装置5，用于检测测量体3的形状。版权所有：（C）2013，JPO＆INPIT

10. 发明专利

JP2003010809A Water-stopping layer and method for forming the same 有权
标题翻译：止水层及其形成方法
公开(公告)号：JP2003010809A
公开(公告)日：2003-01-14
申请号：JP2001201298
申请日：2001-07-02
申请人： Shimizu Corp , 清水建設株式会社
发明人： YONENAGA HIROSHI , YASUKOCHI TAKASHI , TAMURA SHINSUKE , SUGA TADASHI , KAWASAKI HIROTAKA , ISE JUICHI
IPC分类号： E02D3/026 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To form an water-stopping layer having a high performance at a low manufacturing cost.
SOLUTION: A mixed soil is prepared by using a dehydrated cake as a viscous soil and mixing the viscous soil with the excavated soil of a crushed stone with a maximum particle diameter of not more than 30 mm as gravel material so that the blending ratio of fine particles which are smaller in a size than that of silt is set within the range of a weight ratio of 55 to 65%. The water-stopping layer is formed by compacting the mixed soil at a degree of compacting of not less than 95%. Following this procedural step, a cement curing material is added to the mixed soil at a blending ratio of 3 to 10% in terms of weight ratio. Next, the previously prepared mixed soil is evenly laid at the site and compacted with a tamping roller or a vibratory roller to form the water-stopping layer with a thickness of 15 to 30 cm. Finally, the water-stopping layers are sequentially piled up.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：以低制造成本形成具有高性能的止水层。解决方案：通过使用脱水饼作为粘性土壤制备混合土壤，并将粘性土壤与最大粒径不超过30毫米的碎石开挖土壤作为砾石材料混合，使混合比例尺寸小于淤泥的粒子的重量比设定在55〜65％的范围内。止水层通过以不低于95％的压实度压实混合土而形成。按照该步骤，将混合土壤中的水泥固化材料按重量比计为3〜10％的混合比例添加。接下来，将预先制备的混合土壤均匀铺设在现场并用捣实辊或振动辊压实，形成厚度为15至30cm的止水层。最后，依次堆积止水层。

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