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1. 发明专利

JP2012036716A Shaft construction method and shaft structure on sloped ground 有权
标题翻译：斜坡地基施工方法及轴承结构
公开(公告)号：JP2012036716A
公开(公告)日：2012-02-23
申请号：JP2011141088
申请日：2011-06-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJISAKA YASUSHI , OTOFUJI KANJI , SAITO KIMIO , KOGURE YUICHI , MATSUKI SATOSHI , SUDA NOBUHIRO , KAWANAKA TETSUTO , SAKAI DAISUKE , ICHINOMIYA TOSHIMICHI , SOGABE NAOKI , KANEMITSU YOSHIHISA
IPC分类号： E21D1/08 , E02D17/08 , E21D5/04
摘要： PROBLEM TO BE SOLVED: To provide a shaft construction method and a shaft structure on sloped ground which can reduce work labor, working hours and construction cost and successfully prevent sliding of an upper layer ground and falling forward of an inverted lining wall at the upper part of a shaft.SOLUTION: In a shaft construction method, ground improvement processing is performed to an outside peripheral edge, which includes an upper part in an inclined direction, of an opening of vertical hole drilled in a ground 1 with a sloped surface by adding cement or a cement-based solidification material, and the vertical hole is formed by drilling downward in stages in the surrounded ground including an inner peripheral surface of a horseshoe-shaped ground 3 subjected to the improvement processing, while an inverted lining wall 4 including a concrete material is formed on an inner peripheral surface of the vertical hole, which is repeated each time the drilling at the each stage is completed, and the inverted lining wall 4, which is connected and integrated with the ground subjected to the improvement processing, is formed to the target depth.
摘要翻译：要解决的问题：在倾斜的地面上提供轴施工方法和轴结构，可以减少工作人员，工作时间和施工成本，并成功地防止上层地面的滑动和倒置的内墙壁向前倾斜轴的上部。解决方案：在轴施工方法中，通过添加水泥对在地面1中钻出的垂直孔的开口的倾斜表面的外周边缘（包括倾斜上部）进行地面改良处理或水泥基固化材料，并且垂直孔通过在包括经受改进处理的马蹄形地面3的内周面的包围地面中分阶段地向下钻孔而形成，而包括混凝土的倒置衬里壁4 材料形成在垂直孔的内周面上，每次完成在每个阶段的钻孔时重复，并且形成与经过改进处理的地面连接并整合的倒置衬壁4 到目标深度。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2014224456A 傾斜地盤の立坑築造工法及び立坑構造审中-公开
标题翻译：斜坡地基施工方法及轴承结构
公开(公告)号：JP2014224456A
公开(公告)日：2014-12-04
申请号：JP2014182719
申请日：2014-09-08
申请人：鹿島建設株式会社 , Kajima Corp
发明人： FUJISAKA YASUSHI , OTOFUJI KANJI , SAITO KIMIO , KOGURE YUICHI , MATSUKI SATOSHI , SUDA NOBUHIRO , KAWANAKA TETSUTO , SAKAI DAISUKE , ICHINOMIYA TOSHIMICHI , SOGABE NAOKI , KANEMITSU YOSHIHISA
IPC分类号： E21D1/08 , E21D1/10 , E21D5/11
摘要：【課題】作業労力、時間、建造コストを軽減しつつ上層地盤の滑動及び立坑上部の逆巻き壁の前倒れを良好に防止する傾斜地盤の立坑築造工法及び立坑構造を提供する。【解決手段】地表面が傾斜した地盤1に掘削される立穴の開口外側周縁部の、傾斜方向上部を含んだ地盤に、セメントまたはセメント系固化材を添加して地盤改良処理を施し、前記改良処理された馬蹄形状の地盤3の内周面を含んで囲まれる地盤を、下方に段階的に掘削して立穴を形成しつつ、前記各段階の掘削終了毎に、立穴の内周面にコンクリート材を含む逆巻き壁4を形成する作業を繰り返し、前記改良処理された地盤と連接して一体化された逆巻き壁4を目標深さまで形成する。【選択図】図1
摘要翻译：要解决的问题：在倾斜地面上提供轴施工方法和轴结构，可以减少工作人员，工作时间和施工成本，并成功地防止上层地面的上层滑动，并向上倾斜轴的构造方法中，在具有倾斜面的地面1上钻出的垂直孔的开口的外周缘（包括倾斜上部）的外周缘进行地面改良处理，水泥或水泥基固化材料，并且垂直孔通过在包括经受改进处理的马蹄形地面3的内周表面的包围的地面中分阶段向下钻取而形成，而倒置的衬壁4包括混凝土材料形成在垂直孔的内周面上，每次在每个阶段的钻孔完成时重复，并且与经过改进处理的地面连接并整合的倒置衬里壁4形成为目标深度。

3. 发明专利

JP2014231397A タンク及びタンクの施工方法有权
标题翻译：坦克的罐和构造方法
公开(公告)号：JP2014231397A
公开(公告)日：2014-12-11
申请号：JP2014157745
申请日：2014-08-01
申请人：鹿島建設株式会社 , Kajima Corp
发明人： YAMAMOTO MASATSUGU , TANAKA ATSUSHI , OTOFUJI KANJI
IPC分类号： B65D88/06 , B65D90/02 , E04H7/20 , F17C3/00
摘要：【課題】防液堤等下部に鉛直方向緊張材を配した防液堤等を上部と下部に施工を区分することなく施工できる防液堤等を有する貯留タンクとその施工方法を提供する。【解決手段】防液堤5を施工後、定着部9周辺の地面15が掘削され、掘削穴91が設けられる。防液堤5に埋設されたシース管21に鉛直方向緊張材17が挿入され、鉛直方向緊張材17が緊張された後、定着部9に定着され、防液堤5下部に圧縮力となるプレストレス力が導入される。なお、シース管21内には鉛直方向緊張材が導入、定着後、図示を省略したグラウトが注入される。鉛直方向緊張材17が定着部9に定着された後、掘削穴91は埋め戻される。このように、定着部9を基礎版7の側面に設ければ、基礎版7の側面周辺だけを掘削すればよく、掘削および鉛直方向緊張材17をシース管に挿入・緊張・定着する作業が容易になる。【選択図】図11(a)
摘要翻译：要解决的问题：为了提供一种具有堤防的储罐及其施工方法，能够在诸如堤坝的下部构造在垂直方向上布置张力材料的堤坝，而不将构造分成上部，下部构造。解决方案：在构造堤5之后，挖出固定部9周边的地面15，设置挖掘孔91。将竖直方向的张力材料17插入到埋设在堤坝5中的鞘管21中，并且拉伸材料17在垂直方向上被张紧，然后固定到固定部分9，并且预应力变得压缩力被引入到堤防5的下部。未示出的浆料在沿垂直方向引入和固定张力材料之后被注入护套管21中。在将张力材料17沿垂直方向固定到固定部分9之后，挖掘孔91被填充。因此，当在基板7的侧面上设置固定部9时，仅优选挖掘基板7的侧面周边，使得在开挖中插入，张紧和固定张力材料17时可以进行加工和垂直方向进入鞘管。

4. 发明专利

JP2014231909A タンク有权
标题翻译：坦克
公开(公告)号：JP2014231909A
公开(公告)日：2014-12-11
申请号：JP2014157764
申请日：2014-08-01
申请人：鹿島建設株式会社 , Kajima Corp
发明人： YAMAMOTO MASATSUGU , TANAKA ATSUSHI , OTOFUJI KANJI
IPC分类号： F17C3/00 , B65D88/06 , E04H7/20
摘要：【課題】防液堤等下部に鉛直方向緊張材を配した防液堤等を上部と下部に施工を区分することなく施工できる防液堤等を有する貯留タンクを提供する。【解決手段】タンク40は、定着部9が鉛直方向に2段設けられる。防液堤5内部に設けられる鉛直方向緊張材17は、一方の端部が下方の定着部9aに定着され、U字部25で折り返し、もう一方の端部が上方の定着部9bで定着される。定着部9を鉛直方向に複数段に設けることで、鉛直方向緊張材17の鉛直方向の定着位置を、複数個所に分けることができる。このため、防液堤5の下方に付与される鉛直方向のプレストレス力の発生する高さが、防液堤5の鉛直方向の一箇所に集中することが無い。また、防液堤5の円周方向の隣り合う定着部9の間隔が広くなり、鉛直方向緊張材17の定着作業が容易になる。【選択図】図4(c)
摘要翻译：要解决的问题：提供一种具有堤坝等的储罐，其能够在没有将具有布置在堤坝等下方的垂直张力构件的堤坝等分成上部和下部的状态下进行加工。解决方案：A 箱40在垂直方向上具有两段固定段9。布置在堤坝5内的垂直张力构件17布置成使得一个端部固定到下部固定段9a，在U形部分25处被折回，另一端固定在上部。垂直方向上的固定部分的多个阶段的布置使得每个垂直张力构件17在垂直方向上的固定位置能够被划分成几个位置。由于这个事实，施加在堤防5下方的垂直方向的预应力不会在堤坝5的垂直方向的一个位置处集中。此外，相邻的固定片9在堤防5的圆周方向上的空间变宽，并且张紧构件17在垂直方向上的定影作业变得容易。

5. 发明专利

JP2009156455A Tank and construction method of tank 有权
标题翻译：坦克的罐和构造方法
公开(公告)号：JP2009156455A
公开(公告)日：2009-07-16
申请号：JP2007338742
申请日：2007-12-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO MASATSUGU , TANAKA ATSUSHI , OTOFUJI KANJI
IPC分类号： F17C3/00 , B65D88/06 , E04H7/20
摘要： PROBLEM TO BE SOLVED: To provide a storage tank equipped with a dike capable of constructing the dike having a perpendicular tension material on a lower part of the dike without dividing construction into an upper part and a lower part and a construction method thereof.
SOLUTION: A fixing part 9 of the perpendicular tension material 17 is provided on an outer surface of the dike 5, a sheath pipe 21 communicated with the fixing part 9 is buried in an inside of the dike 5, and the dike 5 is constructed to an upper end, and then, the perpendicular tension material 17 is introduced into the sheath pipe 21, and at least one end is fixed to the fixing part 9, and prestress force is introduced into the lower part of the dike 5.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有能够在堤坝下部构造具有垂直张力材料的堤坝的堤坝的储罐，而不分隔构造成上部和下部，其构造方法。解决方案：在堤防5的外表面上设置垂直张力材料17的固定部9，与固定部9连通的鞘管21埋在堤防5的内部，堤5 被构造成上端，然后将垂直张力材料17引入鞘管21中，并且至少一端固定到固定部9，并且将预应力引入堤防5的下部。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2012215302A Tank, and method for constructing the tank 审中-公开
标题翻译：油罐和构造罐的方法
公开(公告)号：JP2012215302A
公开(公告)日：2012-11-08
申请号：JP2012170991
申请日：2012-08-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO MASATSUGU , TANAKA ATSUSHI , OTOFUJI KANJI
IPC分类号： F17C3/00 , B65D88/06 , E04H7/20
摘要： PROBLEM TO BE SOLVED: To provide a storage tank including a dike or the like and a method for constructing the same, achieving the construction of the dike or the like with a vertical tendon disposed at a lower part of the dike or the like without constructing the dike or the like dividedly into an upper part and a lower part.SOLUTION: A storage tank 3 is a metallic vessel mainly including an inner tank 11, an outer tank 13, and the like and having a substantially columnar shape. The lower part of the storage tank 3 includes a reinforced concrete foundation slab 7. The dike 5 prevents outflow of low-temperature liquid to the outside of the tank 1 when liquid stored in the storage tank 3 is leaked. The dike 5 has substantially the same thickness from an upper part to a lower end, and includes fixing parts 9 at a predetermined height in a vertical direction. In the upper part in a height range from the lower end of the dike where prestress force in the vertical direction under the dike 5 is especially required, the fixing parts 9 are protuberantly arranged at predetermined spacings on the outer surface of the dike 5. Sheath pipes 21b are provided in the vertical direction to the fixing part 9 at predetermined spacings in the circumferential direction of the dike 5. Sheath pipes 21a are provided to the foundation slab 7.
摘要翻译：要解决的问题：为了提供一种包括堤防等的储罐及其构造方法，通过设置在堤坝的下部的垂直筋或堤坝等的下部来实现堤坝等的构造没有将堤坝等分成上部和下部。解决方案：储罐3是主要包括内罐11，外罐13等并且具有大致圆柱形状的金属容器。储罐3的下部包括钢筋混凝土基础板坯7.当存储在储罐3中的液体泄漏时，堤防5防止低温液体向罐1的外部流出。堤5具有从上部到下端的大致相同的厚度，并且包括在垂直方向上的预定高度的固定部9。特别需要在堤坝5下方垂直方向上的预应力的堤坝下端的高度范围的上部，固定部9在堤防5的外表面以预定的间隔突出地布置。护套管21b沿着堤防5的圆周方向以预定的间隔沿垂直方向设置在固定部分9上。护套管21a设置在基础板7上。（C）2013，JPO＆INPIT

7. 发明专利

JP2010053555A Cracking prevention member, concrete structure, and method for constructing concrete structure 有权
标题翻译：开裂预防构件，混凝土结构和构造混凝土结构的方法
公开(公告)号：JP2010053555A
公开(公告)日：2010-03-11
申请号：JP2008217863
申请日：2008-08-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMURA MASATO , OTOFUJI KANJI
IPC分类号： E04B1/62 , E04C5/07
摘要： PROBLEM TO BE SOLVED: To provide a cracking prevention member which can prevent cracking, associated with tensile stress etc. occurring particularly on a concrete surface such as a concrete placing joint, by a simple structure, to provide a concrete structure and a method for constructing the concrete structure. SOLUTION: A great tensile stress is generated particularly near the surface of the placing joint 11. Nevertheless, a cracking prevention plate 1 excellent in tensile strength is embedded near the surface, so that the occurrence of the cracking near the surface can be suppressed. This prevents a crack from being propagated inward from the vicinity of the surface. Similarly, the cracking prevention member is pre-embedded near the surface of a portion wherein the tensile stress of the concrete structure is generated, so that the cracking associated with the tensile stress can be prevented. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种抗裂性构件，其能够通过简单的结构防止特别存在于混凝土浇筑接头等混凝土表面上的与拉伸应力等相关的开裂，从而提供具体的结构和混凝土结构施工方法。解决方案：特别是在放置接头11的表面附近产生很大的拉伸应力。然而，抗拉强度优异的防裂板1嵌入在表面附近，使得在表面附近发生裂纹抑制。这防止裂纹从表面附近向内传播。类似地，防裂构件预先嵌入在其中产生混凝土结构的拉伸应力的部分的表面附近，从而可以防止与拉伸应力相关的裂纹。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JPH09329316A WASTE INCINERATION PLANT 失效
公开(公告)号：JPH09329316A
公开(公告)日：1997-12-22
申请号：JP14907796
申请日：1996-06-11
申请人： KAJIMA CORP , EBARA CORP , HITACHI SHIPBUILDING ENG CO
发明人： FUJIMURA HISAO , NAKAGAWA MIKIO , OTOFUJI KANJI , NAITO TAKEYUKI , KAKETA KENJI
IPC分类号： F23G5/44 , B09B3/00
摘要： PROBLEM TO BE SOLVED: To permit the reduction of necessary surface area when a platform and a waste pit are installed by a method wherein the waste pit, reserving waste, is pro vided immediately below the platform, carrying waste thereinto, and waste charging doors for charging waste into the pit, are provided at the side of the platform. SOLUTION: An upper platform 30 is provided with a plurality of waste changing doors 31 at the side surface thereof and a waste pit 32 is formed immediately below the platform 30 while the waste pit 32 is communicated with the charging doors 31 through a waste chute 11, provided at the upper part of the side of the waste pit 32. When the waste charging door 31 is opened and the waste is charged into the waste chute 11 through the waste chute port 12 at the rear side of the door 31, the waste is dropped into the waste pit 32 immediately below the chute and a waste bag is broken naturally by a throw-down force due to the gravity of the waste, then, the waste is mixed and loosened while the waste bag is broken further by a waste supplying device more surely to charge a given amount of waste continuously into an incinerating furnace to incinerate the same. According to this method, a surface area necessary for the installation of the plant is reduced and facilities can be structured even in a narrow site.

9. 发明专利

JPH0476120A OCEAN STRUCTURE FOR SHIPMENT OF GENERAL WASTE 失效
公开(公告)号：JPH0476120A
公开(公告)日：1992-03-10
申请号：JP19021290
申请日：1990-07-18
申请人： KAJIMA CORP
发明人： YAMAMOTO HARUO , KUSANO NAOMIKI , OTOFUJI KANJI
IPC分类号： E02D27/18 , B09B1/00 , E02D27/32 , E02D29/09
摘要： PURPOSE:To efficiently perform waste disposal by forming a soft bottoming style sea location type of a ocean structure for shipment of usual wastes of a caisson body having plural ballast parts and a shipment base for the wastes loaded in the caisson body. CONSTITUTION:An ocean structure 1 for shipment of usual wastes is formed of a caisson body 3 having plural ballast parts 2 and a shipment base for usual wastes loaded in the caisson body 3. The wastes transported on land are moved into a hopper 5, and supplied to a compacter 7 by a feed device 6. The wastes supplied to the compacter 7 is compressedly reduced in volume by a hydraulic mechanism to be loaded into a container 11, which is carried to a gantry crane 9 by a container moving equipment 8, and shipped onto a waste container carrier 12. Thus the wastes can be efficiently transported on the sea.

10. 发明专利

JPH09196331A WASTE TREATING EQUIPMENT 失效
公开(公告)号：JPH09196331A
公开(公告)日：1997-07-29
申请号：JP1012496
申请日：1996-01-24
申请人： KAJIMA CORP , EBARA CORP , HITACHI SHIPBUILDING ENG CO
发明人： FUJIMURA HISAO , NAKAGAWA MIKIO , OTOFUJI KANJI , INAO MICHIHIRO , TAKAHASHI YUJI , TAKEDA HIDEYUKI , URA MITSUHIKO , NAITO TAKEYUKI , MIZUTANI SHOJI , SAKANO SAKAE , KAKETA KENJI , YASUOKA KEN , SATO YASUSUKE
IPC分类号： F23G5/00 , B09B3/00
摘要： PROBLEM TO BE SOLVED: To reduce exhaustion power and ventilation power without the need of a wide laying area and without losing an environment by digging a pit space in mountains and a hill, vertically installing burning equipment for waste, and communicating an ash conveying tunnel at a lower part of the pit. SOLUTION: A pit 2 space is dug in an area such as mountains 1 and a hill. In the pit 2 there are arranged from an upper part a control room 14, installation rooms 16, 18 in which a fan 15, a dust removal apparatus 17 are installed, an ash processing room 19, an installation room 22 for a boiler 21, an installation room 24 for an incinerator 23, and an installation room 27 for a non-combustible matter takeout apparatus 25 and a non-combustible matter classifying machine 26. A platform 30 communicates with a conveyance table 36 communicating with the surface of the earth through a gate shutter 35, and a tunnel 3 communicates with the installation chamber 27 for the non-combustible matter classifying machine 26 where there is installed a non-combustible matter conveyor 37 connected to the non-combustible matter classifying machine 26. The tunnel 3 is used as an ash discharge passage.

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