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1. 发明专利

JP2006161535A Method of preparing bubble mixed lightweight soil, and its construction device 有权
标题翻译：泡沫混合轻质土壤的制备方法及其构造装置
公开(公告)号：JP2006161535A
公开(公告)日：2006-06-22
申请号：JP2005160789
申请日：2005-06-01
申请人： Aso Foam Crete Co Ltd , Kato Construction Co Ltd , 株式会社加藤建設 , 麻生フォームクリート株式会社
发明人： MAKINO MASAKI , SATO TOSHIYUKI , ICHIHARA NOBUHIKO , MIYAZAKI TAKETOMO
IPC分类号： E02D17/18 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method of preparing bubble mixed lightweight soil quantifying the relation between the put-on load of a structure constructed on banking, and banking thickness.
SOLUTION: In mixing and agitating existing position soil, bubbles and a solidifying material to prepare the bubble mixed lightweight soil 2 having strength enough to withstand the loading weight followed by the construction of a concrete structure 1, construction is carried out so that the reduced weight following the formation of existing position soil into the lightweight soil is almost equal to the loading weight.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种制备泡沫混合轻质土壤的方法，量化建立在银行业结构的结构负荷与银行厚度之间的关系。解决方案：在混合和搅拌现有的位置土壤，气泡和固化材料中，制备混合轻质土壤2，其强度足以承受装载重量，然后施工混凝土结构1，进行施工，使将现有位置土壤形成轻质土壤后的重量减轻几乎等于装载重量。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2005214009A Device for producing bubble-mixed lightweight soil 审中-公开
标题翻译：用于生产泡沫混合轻质土壤的装置
公开(公告)号：JP2005214009A
公开(公告)日：2005-08-11
申请号：JP2005128972
申请日：2005-04-27
申请人： Aso Foam Crete Co Ltd , Kato Construction Co Ltd , 株式会社加藤建設 , 麻生フォームクリート株式会社
发明人： MAKINO MASAKI , ITO HIROKUNI , MIYAZAKI TAKETOMO
IPC分类号： E02F5/06 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a device for producing bubble-mixed lightweight soil using soil at a construction site.
SOLUTION: The device 1 for producing bubble-mixed lightweight soil comprises a mixer 2 for producing a mixed material by mixing a slurry-like foaming material obtained by adding water to the foaming material with a slurry-like solid material, a grout pump 3 forcibly feeding the mixed material produced by the mixer 2, a compressor 4 feeding compressed air to the mixed material forcibly fed from the grout pump 3, a forming device 31 for producing air milk by passing the mixed material to foam, and a mixing/stirring machine 5 for mixing/stirring the air milk with the soil at a construction site while ejecting the air milk from the tip of a material ejecting port.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在施工现场使用土壤生产气泡混合轻质土壤的装置。解决方案：用于生产气泡混合轻质土壤的装置1包括混合器2，用于通过将通过向发泡材料中加入水而获得的浆状发泡材料与浆状固体材料混合制成混合材料，泵3强制地输送由混合器2生产的混合物料;压缩机4将压缩空气供给到从浆料泵3强制进料的混合物;一个用于通过将混合物料送入泡沫中产生空气牛奶的成形装置31， /搅拌机5，用于将空气牛奶与施工现场的土壤混合/搅拌，同时从材料排出口的顶端喷出空气牛奶。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2003119061A LAPILLUS FOAM AND METHOD OF MANUFACTURING THE SAME 审中-公开
公开(公告)号：JP2003119061A
公开(公告)日：2003-04-23
申请号：JP2001311830
申请日：2001-10-09
申请人： IIMURA WATARU , ASO FOAM CRETE CO LTD
发明人： KAGAYA MAKOTO , IIMURA WATARU , MARUYAMA EIJI
IPC分类号： E02D17/20 , B28B1/16 , C04B14/16 , C04B28/02 , C04B38/10 , C04B41/45 , C04B41/65
摘要： PROBLEM TO BE SOLVED: To provide a lapillus foam which can be utilized for greening growth paddy foundation materials, moisture conditioning materials, etc. SOLUTION: Coarse grain lapilli greater in grain size than fine grain lapilli which are aggregate are laminated on the surface of lapillus air mortar formed by mixing a cement slurry consisting of the above fine grain lapilli, kneading water and cement and a foam group consisting of a foaming agent and diluting water.

4. 发明专利

JP2005068936A Soil treating method and soil treating device 审中-公开
标题翻译：土壤处理方法和土壤处理装置
公开(公告)号：JP2005068936A
公开(公告)日：2005-03-17
申请号：JP2003303556
申请日：2003-08-27
申请人： Aso Foam Crete Co Ltd , Matsumura Gumi Corp , 株式会社松村組 , 麻生フォームクリート株式会社
发明人： OIWA TADAO , TSUTSUMI NORIO , HIGUCHI MASAHIRO , KITAMURA TAKAHIRO
IPC分类号： E02D3/12 , B09B3/00 , B09C1/02 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To surely treat prescribed soil, while making the most of an advantage capable of easily and inexpensively treating soil in less manhours in a short construction period. SOLUTION: In this soil treating device and the soil treating method by the device, an expandable and contractible rotary head 1 put in a contracted state is intruded while excavating and agitating midway soil toward a treating object soil layer 40 from aboveground; the treating object soil layer is excavated and agitated by the rotary head 1 put in an expanded state; the soil is treated by adding and injecting a soil treating additive; after treating the soil, the rotary head 1 is put in the contracted state; and is turned on the ground; and is retreated while agitating the midway soil. An expanded and contracted state of the rotary head 1 is detected by an expanded and contracted state detecting means (such as a potentiometer ER); the depth of the rotary head in the soil is detected by a depth detecting means (such as a rotary encoder RE); and an additive injection quantity from the rotary head is detected by an additive injection quantity detecting means (such as a flow rate detector FM1), respectively. Detecting information by the respective detecting means is displayed in real time on displays DL1 and DL2. The soil is treated by operating the soil treating device, while allowing a soil treating device operator to visually confirm the detecting information displayed on the displays. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：在施工期短的时间内，尽可能多地利用能够容易且廉价地处理较少工时的土壤的优势，确定处理规定的土壤。解决方案：在该土壤处理装置和土壤处理方法中，将处于收缩状态的伸缩式旋转头1从地上挖出并搅拌中间土壤朝向处理对象土层40入侵; 处理对象土层被放置在膨胀状态的旋转头1挖出并搅拌; 通过添加和注入土壤处理添加剂处理土壤; 处理土壤后，旋转头1处于收缩状态; 并被打开了地面; 并在搅拌中间土壤的同时退缩。旋转头1的膨胀和收缩状态由扩展和收缩状态检测装置（例如电位计ER）检测; 通过深度检测装置（例如旋转编码器RE）检测土壤中旋转头的深度; 并且通过添加剂注入量检测装置（例如流量检测器FM1）分别检测来自旋转头的添加剂注入量。通过各检测装置的检测信息被实时地显示在显示器DL1和DL2上。通过操作土壤处理装置处理土壤，同时允许土壤处理装置操作者目视确认显示器上显示的检测信息。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2004137670A Construction method for foundation pile and apparatus for it 审中-公开
标题翻译：基础桩施工方法及其设备
公开(公告)号：JP2004137670A
公开(公告)日：2004-05-13
申请号：JP2002300412
申请日：2002-10-15
申请人： Aso Foam Crete Co Ltd , Geotop Corp , 株式会社ジオトップ , 麻生フォームクリート株式会社
发明人： SUMI KOJI , HOSODA MITSUYOSHI , YAMAMOTO SHINGO
IPC分类号： E02D5/50 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a foundation pile with high construction efficiency and an apparatus for it, accomplishing the efficient stirring and mixing of excavated sediment and a solidifier, and constructing a composite pile with high reliability by submerging a hollow prefabricated pile in a soil cement pole while uniformly stirring and mixing excavated soil and a curing filler near the hollow prefabricated pile.
SOLUTION: In this construction method for a foundation pile, a rod 2 of an excavator is passed through the inside of the hollow prefabricated pile 1, while the ground is excavated by an excavating and stirring mechanism 3 at the tip of the rod, the solidifier is injected, and while the excavated sediment and the solidifier are stirred and mixed, the hollow prefabricated pile 1 is submerged to a designated depth. An outer pipe 4 rotatable in the opposite direction relative to the rod 2 is externally fitted to the rod 2, the outer pipe 4 is provided with a stirring blade 5, and a locking mechanism 6 is provided for locking the stirring blade 5 and the hollow prefabricated pile 1. The hollow prefabricated pile 1 is rotated by the stirring blade 5 by the outer pipe 4.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供一种施工效率高的地基施工方法及其设备，实现了挖泥沉降物和固化剂的有效搅拌混合，通过浸没法构建了高可靠性复合桩一个空心预制桩在土壤水泥杆中，同时搅拌和混合挖掘的土壤和一个固化填料在空心预制桩附近。解决方案：在这种基桩施工方法中，挖掘机的杆2穿过中空预制桩1的内部，而地面由杆的顶端的挖掘和搅拌机构3挖掘，注入固化器，同时将挖掘后的沉积物和固化器搅拌混合，将空心预制桩1淹没至指定深度。外杆4相对于杆2在相反方向旋转的外管4外侧装配在杆2上，外管4设有搅拌叶片5，锁紧机构6用于锁定搅拌叶片5和中空预制桩1.空心预制桩1由搅拌叶片5由外管4旋转。版权所有（C）2004，JPO

6. 发明专利

JP2009002027A Method of creating aerated lightweight soil 审中-公开
标题翻译：创建轻质轻质土壤的方法
公开(公告)号：JP2009002027A
公开(公告)日：2009-01-08
申请号：JP2007163368
申请日：2007-06-21
申请人： Aso Foam Crete Co Ltd , Kato Construction Co Ltd , 株式会社加藤建設 , 麻生フォームクリート株式会社
发明人： MAKINO MASAKI , KATSURAYAMA TOMOHIRO , MAKISAKO TATSURO
IPC分类号： E02D3/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method of creating aerated lightweight soil excellent in cost efficiency by reducing defoaming during the mixture and agitation of foam and in-situ soil in parallel with the excavation of the in-situ soil.
SOLUTION: The method of creating the aerated lightweight soil is carried out by mixing and agitating the foam produced by using one of foaming agents of a surface-active agent base, a protein base, a resin soap base or the like, the in-situ soil, and solid material milk with each other. In the method, the mixing and agitation are carried out in two individual steps of a preceding step and a following step. In the preceding step, water or the solid material milk is discharged into the in-situ soil, and the resultant material is mixed and agitated, to thereby create fluidized soil. In the succeeding step, the solid material milk and the foam are discharged, or only the foam is discharged into the fluidized soil. A fluidity value of the fluidized soil created in the preceding step is controlled so as to be set to 150 mm or larger in terms of a table flow value or to 85 mm or smaller in terms of a cylinder flow value. In the succeeding step, the mixing and agitation may be carried out by discharging air milk in the fluidized soil.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过减少与原位土壤的开挖平行的泡沫和原位土壤的混合和搅拌期间的消泡而产生成本效益优异的充气轻质土壤的方法。解决方案：通过混合和搅拌通过使用表面活性剂基质，蛋白质基质，树脂皂基等的发泡剂之一产生的泡沫来进行形成充气轻质土壤的方法，原位土壤和固体原料牛奶相互配合。在该方法中，在前述步骤和随后步骤的两个单独步骤中进行混合和搅拌。在上述步骤中，将水或固体原料乳排放到原位土壤中，并将所得材料混合并搅拌，从而产生流化土壤。在接下来的步骤中，将固体原料乳和泡沫排出，或仅将泡沫排出到流化土壤中。控制在前述步骤中产生的流化土壤的流动性值，以流量值表示为150mm或更大，或者以气缸流量值为85mm或更小。在接下来的步骤中，可以通过在流化的土壤中排出空气乳来进行混合和搅拌。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2008008073A Kneaded earth and sand accompanying rotation preventive apparatus for drilling/stirring rod 有权
标题翻译：用于钻孔/搅拌的旋转防护装置
公开(公告)号：JP2008008073A
公开(公告)日：2008-01-17
申请号：JP2006180924
申请日：2006-06-30
申请人： Aso Foam Crete Co Ltd , Sanwa Kizai Co Ltd , 三和機材株式会社 , 麻生フォームクリート株式会社
发明人： HIGUCHI MASAHIRO , YAMAZAKI KAZUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To prevent accompanying rotation of kneaded earth and sand by keeping an accompanying rotation preventive blade in a static state during a stirring operation without adopting a configuration in which the front end of the accompanying rotation preventive blade is caused to cut into the peripheral ground in a shaft.
SOLUTION: According to a kneaded earth and sand accompanying rotation preventive apparatus for a drilling/stirring rod, the drilling/stirring rod includes a drilling head on the lower end of the rod, and a plurality of stages of projecting stirring blades on the rod outer peripheral surface above the drilling head. Between stirring blades vertically adjacent to each other or between the drilling head and a stirring blade, the base of the accompanying rotation preventive blade is supported rotatably on the rod while the front end portion of the blade is extended radially, where a contact pressure plate, whose surface is to be kept in pressure contact by spring with the interior surface of a circular shaft to be drilled by the drilling head, is attached to the front extremity of the accompanying rotation preventive blade.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了防止在搅拌操作期间保持伴随的旋转防止叶片处于静止状态的混合土和砂的伴随旋转，而不采用其中使相关的防旋转叶片的前端被引起的构型在轴上切成外围的地面。解决方案：根据用于钻/搅拌棒的揉合的砂土伴随旋转防止装置，钻/搅拌杆包括在杆的下端上的钻头头和多个突出的搅拌叶片杆外周表面在钻头上方。在垂直相邻或在钻头和搅拌叶片之间的搅拌叶片之间，伴随的旋转防止叶片的基部可旋转地支撑在杆上，同时叶片的前端部径向延伸，接触压板，其表面将通过弹簧保持压力接触，待钻孔头钻出的圆形轴的内表面附接到相应的旋转防止刀片的前端。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2011098552A Air mortar manufacturing apparatus 有权
标题翻译： AIR MORAR制造设备
公开(公告)号：JP2011098552A
公开(公告)日：2011-05-19
申请号：JP2009256226
申请日：2009-11-09
申请人： Aso Foam Crete Co Ltd , Jfe Engineering Corp , Jfeエンジニアリング株式会社 , 麻生フォームクリート株式会社
发明人： MATSUO ATSUSHI , KYONO MASATORA , KODAMA HIROKI , HANAOKA KOICHI
IPC分类号： B28C7/02 , B01F3/04 , B01F5/00 , B01F15/04
摘要： PROBLEM TO BE SOLVED: To provide an air mortar manufacturing apparatus capable of manufacturing air mortar of stable property even when the supply amount of base mortar varies every moment.
SOLUTION: The air mortar manufacturing apparatus for continuously manufacturing air mortar includes a mixing cylinder 11 provided in piping through which base mortar flows, and receiving the supply of base mortar and bubbles and continuously mixing them, and a foaming cylinder 25 provided in a bubble supply pipe 13 for supplying bubbles to the mixing cylinder 11, and receiving the supply of air and raw material liquid to form bubbles. The air mortar manufacturing apparatus further includes a base mortar flow detecting means 9 detecting the flow rate of base mortar flowing through the piping, and a bubble forming apparatus 15 inputting detection signals of the base mortar flow rate detecting means at predetermined time intervals to form bubbles corresponding to the detected flow rate of base mortar.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使当基础砂浆的供给量每时每刻变化时，也能够提供能够制造性能稳定的空气砂浆的空气砂浆制造装置。解决方案：用于连续制造空气砂浆的空气砂浆制造装置包括：混合缸11，其设置在基础砂浆流过的管道中，并接收基础砂浆和气泡的供给并连续混合;以及发泡筒25，用于向混合缸11供给气泡的气泡供应管13，并且接收空气和原料液的供应以形成气泡。空气砂浆制造装置还包括基础砂浆流量检测装置9，其检测流过管道的基础砂浆的流量;以及气泡形成装置15，其以预定的时间间隔输入基础砂浆流量检测装置的检测信号，以形成气泡对应于基础砂浆的检测流量。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2009127404A Permanent form and lightweight banking structure using this 审中-公开
标题翻译：永久形式和轻型银行结构使用此
公开(公告)号：JP2009127404A
公开(公告)日：2009-06-11
申请号：JP2007307402
申请日：2007-11-28
申请人： Aso Foam Crete Co Ltd , Kyukon:Kk , 株式会社九コン , 麻生フォームクリート株式会社
发明人： YOSHIDA YUJI , SHIMOSE HIROTAKA
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a lightweight banking structure which can be easily constructed and is excellent in durability.
SOLUTION: The lightweight banking structure 10M comprises a plurality of supports 20 installed upright on a foundation structure 30 installed on the base part of an inclined surface 31a of the natural ground 31, a plurality of panel-like permanent forms 10 arranged in a plane at a position facing the inclined surface 31a so as to interpose the supports 20 between them and the inclined surface, rod-formed anchor materials 21 for fastening the permanent forms 10 to the supports 20, and a lightweight banking material (not illustrated) filled between the permanent forms 10 and the inclined surface 31a. The tip of the anchor material 21 is fixed to the permanent form 10 by inserting an L-shaped locking part 21a into a locking hole 10g opened in a rib 10f on the back of the permanent form 10. The base end part of the anchor material 21 is fixed to the support 20 through a band-like fixing tool 22 detachably fitted to the support 20.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于构造且耐用性优异的轻质银行结构。解决方案：轻量级银行结构10M包括立式安装在安装在自然地面31的倾斜表面31a的基部上的基础结构30上的多个支撑件20，多个板状永久形式10 在面向倾斜面31a的位置处的平面，以将支撑件20夹在它们之间和倾斜表面之间，用于将永久形式10紧固到支撑件20的杆形锚定材料21和轻量级的银行材料（未示出）填充在永久形式10和倾斜表面31a之间。锚固材料21的末端通过将L形锁定部21a插入到在永久形式10的背面上的肋10f中开口的锁定孔10g中而固定到永久形式10.锚固材料的基端部 21通过可拆卸地装配到支撑件20的带状固定工具22固定到支撑件20.版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2007063913A Soil treating device 有权
标题翻译：土壤处理装置
公开(公告)号：JP2007063913A
公开(公告)日：2007-03-15
申请号：JP2005253733
申请日：2005-09-01
申请人： Aso Foam Crete Co Ltd , Matsumura Gumi Corp , Sanwa Kizai Co Ltd , 三和機材株式会社 , 株式会社松村組 , 麻生フォームクリート株式会社
发明人： OIWA TADAO , TSUTSUMI NORIO , HIGUCHI MASAHIRO , YAMAZAKI KAZUO
IPC分类号： E02D3/12 , B09B3/00 , B09C1/02 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a soil treating device which securely carry out soil treatment by controlling and managing the expansion/contraction state of a soil excavation blade head and a soil agitating blade and safely carries out the soil treatment by suppressing damage to the soil agitating blade. SOLUTION: The soil treating device A is provided with a rotary head 1 which has the soil excavation blade head 11 that expands and contracts in the radial direction of rotation, the soil agitating blade 12, and additive discharge ports 111a-111c. The rotary head 1 is provided with a supporting and driving device 2. The rotary head 1 is provided with an inner side shaft 13 which supports the excavation blade head 11, an outer side shaft 15 which supports the soil agitating blade 12 and is elevatably externally fitted to the inner side shaft 13, an interlocking mechanism which contracts and expands the excavation blade head 11 interlocked with the ascending/descending of the outer side shaft 15, and an interlocking mechanism which contracts and expands the soil agitating blade 12 interlocked with the ascending/descending of the outer side shaft 15. The supporting and driving device 2 of the rotary head includes a supporting and driving part 21 of the soil excavation blade head, an ascending/descending driving part 3 for supporting the outer side shaft, and a rotating driving part 22 of the outer side shaft. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过控制和管理土壤挖掘刀头和土壤搅拌叶片的膨胀/收缩状态来可靠地进行土壤处理的土壤处理装置，并通过抑制破坏来安全地执行土壤处理到土壤搅拌叶片。解决方案：土壤处理装置A设置有旋转头1，旋转头1具有在径向旋转方向上膨胀和收缩的土壤挖掘刀片头11，土壤搅拌叶片12和添加剂排出口111a-111c。旋转头1设置有支撑驱动装置2.旋转头1设置有支撑挖掘刀片头11的内侧轴13，支撑土壤搅拌叶片12的外侧轴15，并且外部可升降与内侧轴13嵌合的联锁机构，与外侧轴15的升降联动的挖掘刀片头11收缩并使其膨胀的联动机构，以及与上升侧联动的土壤搅拌叶片12收缩膨胀的联动机构外侧轴15的下降。旋转头的支承和驱动装置2包括挖土刀头的支撑和驱动部分21，用于支撑外侧轴的上升/下降驱动部分3和旋转外侧轴的驱动部22。版权所有（C）2007，JPO＆INPIT

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