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1. 发明专利

JP2014213231A 被処理水の処理方法审中-公开
标题翻译：用于处理待处理水的方法
公开(公告)号：JP2014213231A
公开(公告)日：2014-11-17
申请号：JP2013090609
申请日：2013-04-23
申请人：鹿島建設株式会社 , Kajima Corp
发明人： OZAWA KAZUYOSHI , MAMIYA TAKASHI , NISHIMURA MASAO
IPC分类号： C02F1/04
CPC分类号： C02F1/04
摘要：【課題】被処理水を濃縮する工程を有する処理方法でありながら、固形物を加熱器の内壁に固着させない被処理水の処理方法を提供すること。【解決手段】本発明の被処理水の処理方法は、塩化カルシウムと塩化ナトリウムとが重量比で4:5.8〜70:5.8で溶解した被処理水を加熱器中で撹拌及び加熱し水を蒸発させて濃縮する濃縮工程と、濃縮した被処理水を、加熱器から液状で抜き出す抜出し工程と、抜き出した被処理水を冷却して固化させる固化工程と、を有する。【選択図】図2
摘要翻译：要解决的问题：提供一种处理被处理水的方法，其防止固体牢固地固定在加热器的内壁上，尽管包括浓缩待处理水的步骤。解决方案：处理水的方法待处理包括：通过在加热器中搅拌加热待处理的水来浓缩待处理水的浓缩步骤，其中氯化钙和氯化钠以重量比为4：5.8至70：5.8溶解; 蒸发水从液体状态的加热器抽出待处理浓缩水的抽出步骤; 以及通过冷却来固化被处理水的凝固步骤。

2. 发明专利

JP2013204403A Moving device for steel pipe press-fit device and installation method for steel pipe press-fit device 有权
标题翻译：钢管压力装置的移动装置及钢管压力装置的安装方法
公开(公告)号：JP2013204403A
公开(公告)日：2013-10-07
申请号：JP2012078112
申请日：2012-03-29
申请人： Kajima Corp , 鹿島建設株式会社 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング
发明人： NISHIMURA MASAO , NAGATANI HIDEMOTO , TSUNAKAWA HIROFUMI , HATA TERUMICHI , IGARASHI HIROMASA , NAGAO KAZUNORI , KUMAGAI MASATOSHI , TOKUNAGA SUSUMU , KOSUMI YOSHINORI
IPC分类号： E21B7/20 , E21B7/02
摘要： PROBLEM TO BE SOLVED: To perform construction of a steel pipe pile efficiently at a site with overhead clearance restriction.SOLUTION: A moving device 6 for a steel pipe press-fit device 7 press-fitting a steel pipe vertically into a ground comprises: a pair of right and left traveling rails 61; traveling units 62 that are detachably attached to both of the right and left sides of the steel pipe press-fit device 7 and have wheels to roll on the traveling rails 61; and four lifting jacks 63 that are attached to the front side, rear side, right side, and left side of the steel pipe press-fit device 7. The pair of right and left traveling rails 61 are laid on a bottom surface 65 of a recess 64 that is preformed in making excavation of a bed. The traveling rails 61 consist of H-steel material and the outer flanges 61b make a surface contact with side walls 66 of the recess 64. For installing the steel pipe press-fit device 7 at a construction site, the lifting jacks 63 are extended to lift the steel pipe press-fit device 7 and the traveling units 62 are detached from the steel pipe press-fit device 7. Then, the lifting jacks 63 are contracted to place the steel pipe press-fit device 7 on the bottom surface 65 of the recess 64 between the traveling rails 61.
摘要翻译：要解决的问题：在具有架空间隙限制的场所有效地进行钢管桩的施工。解决方案：钢管压配装置7的移动装置6将钢管垂直地压入地面包括：一对左右行驶导轨61; 移动单元62，其可拆卸地附接到钢管压配装置7的左右两侧，并且具有在行进导轨61上滚动的轮; 以及安装在钢管压入装置7的前侧，后侧，右侧和左侧的四个提升千斤顶63.一对左右行进导轨61被放置在在进行床的挖掘时预成形的凹部64。行驶导轨61由H钢材料构成，外凸缘61b与凹部64的侧壁66表面接触。为了将钢管压配装置7安装在施工现场，升降千斤顶63延伸到抬起钢管压配装置7，将行进单元62从钢管压合装置7拆下。然后，提升千斤顶63收缩，将钢管压配装置7放置在行进导轨61之间的凹部64。

3. 发明专利

JP2013204402A Casing supply method and method for forming drilling hole 有权
标题翻译：用于形成钻孔的铸造供应方法和方法
公开(公告)号：JP2013204402A
公开(公告)日：2013-10-07
申请号：JP2012078111
申请日：2012-03-29
申请人： Kajima Corp , 鹿島建設株式会社 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング
发明人： NISHIMURA MASAO , TSUNAKAWA HIROFUMI , IGARASHI HIROMASA , NAGAO KAZUNORI , NISHITANI HITOSHI , TOKUNAGA SUSUMU , KOSUMI YOSHINORI
IPC分类号： E21B7/20 , E21B19/18
摘要： PROBLEM TO BE SOLVED: To form a drilling hole in parallel with press-fitting a casing in a location with an overhead clearance limitation.SOLUTION: When joining a reverse rod 103' and supplying a casing 10' to a casing press-fitting device 9, first of all, a rotary drilling device 7 is separated by a swivel head 6 and a base machine body 22 is turned left at 90°. Next, an upper end portion of the new reverse rod 103' is connected to the swivel head 6. A frame 4 is then brought into a tilted state and the casing 10' is disposed under the frame 4. Thereafter, the casing 10' is moved horizontally while returning the tilted frame 4 to an upright state, thereby proceeding with insertion of the frame 4 into the casing 10'. Next, the casing 10' is hoisted by an auxiliary crane 8. The base machine body 22 is then turned right at 90°. Thereafter, an upper end portion of the rotary drilling device 7 is connected to a lower end portion of the reverse rod 103'. Afterwards, the casing 10' is moved down and set to the casing press-fitting device 9.
摘要翻译：要解决的问题：与顶盖间隙限制的位置压配合壳体平行地形成钻孔。解决方案：当将反向杆103'连接并将壳体10'供应到壳体压配装置9时首先，旋转钻孔装置7由旋转头6分离，基础机体22向左转90度。接下来，新的反向杆103'的上端部连接到旋转头6.然后，框架4处于倾斜状态，壳体10'设置在框架4的下方。此后，壳体10' 在将倾斜框架4返回到竖立状态下水平移动，从而将框架4插入到壳体10'中。接下来，通过辅助起重机8将壳体10'提升。然后，基础机体22向右转90°。此后，旋转钻孔装置7的上端部连接到反向杆103'的下端部。然后，将壳体10'向下移动并设置到壳体压入装置9。

4. 发明专利

JP2013126638A Waste disposal facility 有权
标题翻译：废物处理设施
公开(公告)号：JP2013126638A
公开(公告)日：2013-06-27
申请号：JP2011277278
申请日：2011-12-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SHIOYAMA YOSHIHARU , NISHIMURA MASAO , MASAOKA YUICHI , MAMIYA TAKASHI , OZAWA KAZUYOSHI , ONIKI KOICHI , MAEDA MUNEHIRO , WAKABAYASHI HIDEKI
IPC分类号： B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a waste disposal facility the construction period of which can be shortened when constructing.SOLUTION: The waste disposal facility 1 includes: a storage tank 3 where waste is stored in a conical storage space 3a partitioned from a surrounding ground 50 by a water barrier layer 2; and a water collection pit 5 which has a water collection pipe 6 for collecting leachate in the storage space 3a, a water storage section 23 for storing the leachate collected by the water collection pipe 6 and a leachate discharge pipe 29 for discharging the leachate W in the water storage section 23 outside the storage tank 3. The water storage section 23 has a U-tube structure where the leachate W is stored at a position lower than a leachate introducing port 24 for introducing the leachate from the water collection pipe 6 and the space A of a leachate introducing port 24 side is water-sealed with stored leachate W from the space B of a leachate discharge path 29 side.
摘要翻译：要解决的问题：提供废物处理设施，施工期可以缩短施工期。解决方案：废物处理设备1包括：储存罐3，其中废物存储在通过防水层2与周围地面50隔开的锥形存储空间3a中; 以及具有用于收集存储空间3a中的渗滤液的收集管6的收集坑5，用于储存由采水管6收集的渗滤液的储水部23和用于将浸出液W排出的浸出液排出管29 蓄水部23在储水箱3的外侧。储水部23具有U型管结构，其中浸出液W储存在低于渗滤液引入口24的位置，用于从采水管6引入渗滤液，渗滤液引入口24侧的空间A从浸出液排出路径29侧的空间B与储存的浸出液W进行水封。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2013126639A Waste disposal facility 审中-公开
标题翻译：废物处理设施
公开(公告)号：JP2013126639A
公开(公告)日：2013-06-27
申请号：JP2011277281
申请日：2011-12-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NISHIMURA MASAO , SHIOYAMA YOSHIHARU , MASAOKA YUICHI , MAMIYA TAKASHI , OZAWA KAZUYOSHI , ONIKI KOICHI , MAEDA MUNEHIRO , WAKABAYASHI HIDEKI
IPC分类号： B09B1/00 , B09B3/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a waste disposal facility that can shorten a construction period when the facility is built.SOLUTION: The waste disposal facility 1 includes: a storage tank 3 for storing waste in a mortar shaped storing space 3a divided from the surrounded ground 50 by a water-barrier layer 2; a water collection pipe 6 for collecting leachate in the storing space 3a; a water collecting pit 5 having a water storage part 23 for storing the leachate collected by the water collection pipe 6 and a leachate discharge pipe 29 for discharging the leachate W in the water storage section 23 to an outside of the storage tank 3. The water collection pit 5 is provided to be positioned in an area a side of the storing space 3a more than the water-barrier layer 2.
摘要翻译：要解决的问题：提供可以缩短设施建设期间的废物处理设施。废弃物处理设备1包括：储存罐3，用于通过防水层2从被包围的地面50分离的砂浆形状的储存空间3a中储存废物; 用于收集存储空间3a中的渗滤液的集水管6; 一个集水坑5，具有储水部分23，用于储存由采水管6收集的渗滤液;以及浸出液排放管29，用于将储水部分23中的渗滤液W排放到储罐3的外部。收集坑5设置在比防水层2更靠在存储空间3a的一侧的区域中。版权所有：（C）2013，JPO＆INPIT

6. 发明专利

JP2013108213A Impervious wall and construction method for the same 有权
标题翻译：相同的墙壁和构造方法
公开(公告)号：JP2013108213A
公开(公告)日：2013-06-06
申请号：JP2011251408
申请日：2011-11-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NISHIMURA MASAO , OZAWA KAZUYOSHI , MAMIYA TAKASHI , IGARASHI HIROMASA
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide an impervious wall and a construction method for the same which: are capable of being constructed with an existing construction machine; have high earthquake resistance; can detect water leakage before the same affects a periphery; and enable a leaking section to be easily repaired.SOLUTION: A construction method for an impervious wall: constructs a soil cement underground continuous wall 6 in the ground 7 with a lower section thereof reaching an impervious layer 9; vertically inserts steel sheet piles 25 and 27 inside the soil cement underground continuous wall before soil cement 2 solidifies while arranging the steel sheet pile 25 at a side closer to a water storage tank 11; constructs an impervious layer formation groove 17 as well as a monitoring layer formation groove 21 by extracting the steel sheet piles 25 and 27 from the soil cement underground continuous wall 6 after the soil cement 2 solidifies; forms a monitoring layer 15 by partitioning the monitoring layer formation groove 21 with mortar 23 filled at predetermined intervals; and also forms an impervious layer 13 by filling the impervious layer formation groove 17 with a waterproof material 19 which has displacement following capability.
摘要翻译：要解决的问题：为了提供一种不可渗透的墙壁及其施工方法：能够用现有的施工机械构造; 具有高抗震能力; 在相同影响周边之前可以检测漏水; 并使泄漏部分易于维修。解决方案：不透水墙的施工方法：在地面7中构造土壤水泥地下连续壁6，其下段到达不透水层9; 在土壤水泥2固化之前，将钢板桩25和27垂直插入土壤水泥地下连续墙内，同时将钢板桩25布置在靠近储水箱11的一侧; 在土壤水泥2固化后从土壤水泥地下连续壁6抽出钢板桩25和27，构成防渗层形成槽17以及监测层形成槽21; 通过用预定间隔填充的砂浆23分隔监测层形成槽21来形成监测层15; 并且通过用具有位移跟随能力的防水材料19填充不透水层形成槽17也形成不透水层13。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2015021357A 地盤改良方法有权
标题翻译：地面改良方法
公开(公告)号：JP2015021357A
公开(公告)日：2015-02-02
申请号：JP2013152506
申请日：2013-07-23
申请人：鹿島建設株式会社 , Kajima Corp
发明人： MAMIYA TAKASHI , IGARASHI HIROMASA , ONIKI KOICHI , IKEMATSU KENJI , NISHIMURA MASAO , TAKATSUKA YOSHINORI , KITAMOTO YUKIYOSHI , FUJISAKI KATSUTOSHI
IPC分类号： E02D3/12 , C04B14/36 , C04B22/14 , C04B28/02 , C09K3/00 , C09K17/06 , C09K17/10 , C09K17/34 , C09K17/44
摘要：【課題】土壌にセメント系固化材を混合して固化させる地盤改良方法の実施において、六価クロム溶出量の低減と土壌の強度を、より高い水準で、且つ、安定的に両立することのできる地盤改良方法を提供すること。【解決手段】土壌にセメント系固化材を混合して固化させる地盤改良方法において、セメント系固化材は、硫酸カルシウムの無水物又は水和物を含有する六価クロム溶出対策型固化材に六価クロム溶出低減材を添加してなるものとする。又、前記六価クロム溶出低減材は、亜炭とする。
摘要翻译：要解决的问题：为了提供一种地面改进方法，其能够在基于水泥的固化材料为基础的地面改良方法中，将六价铬的洗脱量和土壤的强度同时降低到更高的水平并且稳定地进行与土壤混合固化。解决方案：在水泥基固化材料与土壤混合固化的地面改良方法中，水泥基固化材料是通过将六价铬洗脱还原材料加入到含有酸酐或硫酸钙水合物的六价铬洗脱对策型凝固材料。六价铬洗脱还原材料是褐煤。

8. 发明专利

JP2015014510A 被処理水の処理方法审中-公开
标题翻译：处理未经处理的水的方法
公开(公告)号：JP2015014510A
公开(公告)日：2015-01-22
申请号：JP2013140980
申请日：2013-07-04
申请人：鹿島建設株式会社 , Kajima Corp
发明人： MAMIYA TAKASHI , OZAWA KAZUYOSHI , ONIKI KOICHI , KIKUCHI SHIGERU , NISHIMURA MASAO
IPC分类号： G21F9/16
摘要：【課題】放射性セシウムイオンを含む被処理水の処理方法であって、処理水を環境中に排出するための住民合意を得やすく、且つ、廃棄物の減容化に資する被処理水の処理方法を提供すること。【解決手段】本発明の被処理水の処理方法は、放射性セシウムイオンを含む被処理水の処理方法であって、被処理水に塩化カルシウムを添加する添加工程と、塩化カルシウムが溶解した被処理水を加熱器中で撹拌及び加熱し水を蒸発させて濃縮する濃縮工程と、濃縮した被処理水を、加熱器から液状で抜き出す抜出し工程と、抜き出した被処理水を冷却して固化させる固化工程と、を有する。【選択図】図2
摘要翻译：要解决的问题：提供一种处理未经处理的含有放射性铯离子的水的方法，其能够实现废物的体积减少，并且容易获得居民将经处理的水排放到环境中的同意。解决方案：未处理的处理方法含有放射性铯离子的水包括以下步骤：向未处理的水中加入氯化钙的添加步骤; 搅拌加热其中氯化钙溶解在加热器中以蒸发水以富集的未处理水的富集步骤; 从加热器中液体提取富集的未经处理的水的提取步骤; 以及冷却固化所提取的未处理水的固化步骤。

9. 发明专利

JP2013204401A Excavator 有权
标题翻译：挖掘机
公开(公告)号：JP2013204401A
公开(公告)日：2013-10-07
申请号：JP2012078110
申请日：2012-03-29
申请人： Kajima Corp , 鹿島建設株式会社 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング
发明人： NISHIMURA MASAO , TSUNAKAWA HIROFUMI , IGARASHI HIROMASA , NAGAO KAZUNORI , NISHITANI HITOSHI , TOKUNAGA SUSUMU , KOSUMI YOSHINORI
IPC分类号： E21B7/00 , E21B7/20
摘要： PROBLEM TO BE SOLVED: To provide an excavator which forms a drilling hole parallel to a press-fit of a casing at a site with an overhead clearance limit.SOLUTION: A base end part of a boom 3 is pivotally supported on a base machine 2 constituting an excavator 1. An upper end of a frame 4 is pivotally supported on the tip of the boom 3. A swivel head 6 ascending/descending along the frame 4 is a driving source of a rotary excavation device 7. A frame jack 5 attached to the upper part of the boom 3 and the upper part of the frame 4 tilts/erects upright the frame 4 by its expansion and contraction. An auxiliary crane 8 constituting the excavator 1 can lift a casing 10 in a state that the frame 4 is inserted to the inner side. A casing press-fit device 9 holds the casing 10 descended from the auxiliary crane 8 from the external side, and presses and inserts it into soil while rotating. The rotary excavation device 7 rotationally excavates the soil in a vertical direction while passing through the inside of the casing 10 held by the casing press-fit device 9. The rotary excavation device 7 includes a stabilizer 71.
摘要翻译：要解决的问题：提供一种挖掘机，其形成平行于具有顶部间隙限制的位置处的壳体的压配合的钻孔。解决方案：悬臂3的基端部枢转地支撑在基础机器2上构成挖掘机1.框架4的上端被枢转地支撑在起重臂3的前端。沿着框架4上升/下降的旋转头6是旋转挖掘装置7的驱动源。到起重臂3的上部，并且框架4的上部通过其伸缩收缩而使框架4竖起直立。构成挖掘机1的辅助起重机8可以在框架4插入内侧的状态下提升壳体10。套管压入装置9将壳体10从辅助起重机8从外侧保持下来，并在旋转的同时将其压入并插入土壤中。旋转挖掘装置7在通过由壳体压入装置9保持的壳体10的内部的同时沿垂直方向旋转挖掘土壤。旋转挖掘装置7包括稳定器71。

10. 发明专利

JP2013053475A Excavator and excavated hole forming method 有权
标题翻译：挖掘机和挖掘孔的成型方法
公开(公告)号：JP2013053475A
公开(公告)日：2013-03-21
申请号：JP2011193163
申请日：2011-09-05
申请人： Kajima Corp , 鹿島建設株式会社 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング
发明人： NISHIMURA MASAO , KOTAKI YUTAKA , OGURA TAKUYA , HARADA TSUNEKI , ISHIKAWA HARUAKI
IPC分类号： E21B7/20
摘要： PROBLEM TO BE SOLVED: To provide an excavator which is relatively simply constructed to integrally perform the formation of an excavated hole and the press-in of a casing.SOLUTION: A self-propelled base machine 2 as part of an excavator 1 supports a columnar leader 3 in front thereof. A swivel head 4 to be moved up and down along the leader 3 is a driving source for a rotary excavation device 5 which works for rotary excavation of the ground in the vertical direction. A casing press-in device 6 is detachably mounted at the lower end of the base machine 2 or the leader 3 for holding a casing 10 at its outside and rotationally pressing it into the ground. The rotational axis of the swivel head 4, the rotational axis of the rotary excavation device 5 and the center axis of the casing 10 in the casing press-in device 6 approximately correspond to one another. The casing press-in device 6 can press the casing 10 into the ground at a pressing-in speed synchronized with the excavating speed of the rotary excavation device 5. An excavated hole 11 formed by the rotary excavation device 5 working for the rotary excavation has a hole wall covered with and protected by the casing 10 pressed thereinto by the casing press-in device 6.
摘要翻译：要解决的问题：提供一种相对简单地构造成一体地执行挖掘孔的形成和壳体的压入的挖掘机。解决方案：作为挖掘机1的一部分的自行式基础机械2在其前方支撑柱状的导杆3。沿着引导件3上下移动的旋转头4是用于在垂直方向上旋转挖掘地面的旋转挖掘装置5的驱动源。壳体压入装置6可拆卸地安装在基础机器2或引导件3的下端，用于将壳体10保持在其外部并旋转地将其压入地面。旋转头4的旋转轴线，旋转挖掘装置5的旋转轴线和壳体压入装置6中的壳体10的中心轴线彼此近似对应。套管压入装置6可以以与旋转挖掘装置5的挖掘速度同步的按压速度将壳体10按压到地面。由旋转挖掘工作的旋转挖掘装置5形成的挖掘孔11具有由壳体压入装置6压入其中的由壳体10覆盖并保护的孔壁。（C）2013年，JPO和INPIT

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