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1. 发明专利

JP2014122507A Method of anchoring shear reinforcement member 有权
标题翻译：锚固加固构件的锚固方法
公开(公告)号：JP2014122507A
公开(公告)日：2014-07-03
申请号：JP2012279719
申请日：2012-12-21
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , KANEMITSU YOSHIHISA , TAMANO KEIGO , UEDA MASAAKI , NAKAGAWA KAZUTAKA
IPC分类号： E04G23/02 , E03F3/04 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a method of anchoring a shear reinforcement member by which a burden on a worker in inserting the shear reinforcement member can be reduced and quality degradation can be suppressed by preventing air from being mixed to a grout material within a shear reinforcement member insertion hole.SOLUTION: The method of anchoring a shear reinforcement member is provided in which: a shear reinforcement member insertion hole 2 is drilled upwards in an existing precast concrete structure; an injection pipe is inserted into the insertion hole 2; a plastic grout material G is injected into the insertion hole 2, an outwards extending flange part being formed in an outer circumference of the injection pipe; at a position opposing the insertion hole 2, an elevating mechanism 8 is disposed for moving a shear reinforcement member 3 upwards; in a receiving part 8a of the elevating mechanism 8, a closing member 10 is disposed and on the closing member 10, a shear reinforcement member 3 is disposed; the shear reinforcement member 3 is inserted into the insertion hole 2 using the elevating mechanism 8; the closing member 10 is mounted to a construction surface 4 of the structure 1; and then the grout material is cured.
摘要翻译：要解决的问题：提供一种锚固剪切加强构件的方法，通过该方法可以减少插入剪切加强构件的工人的负担，并且可以通过防止空气与剪切力内的灌浆材料混合来抑制质量下降增强件插入孔。解决方案：提供一种锚固剪切加固件的方法，其中：在现有的预制混凝土结构中向上钻有剪切加强件插入孔2; 注射管插入插入孔2中; 将塑料灌浆材料G注入到插入孔2中，在喷射管的外周形成向外延伸的凸缘部分; 在与插入孔2相对的位置处设置有用于向上移动剪切加强构件3的升降机构8; 在升降机构8的接收部分8a中，设置闭合件10，并且在封闭件10上设置有剪切加强件3; 使用升降机构8将剪切加强构件3插入插入孔2中; 关闭构件10安装到结构1的构造表面4; 然后灌浆材料固化。

2. 发明专利

JP2010185247A Anchoring method for shear reinforcement material 有权
标题翻译：用于剪切加固材料的锚固方法
公开(公告)号：JP2010185247A
公开(公告)日：2010-08-26
申请号：JP2009031243
申请日：2009-02-13
申请人： Kajima Corp , Kajima Renovate Kk , Ts Planning:Kk , カジマ・リノベイト株式会社 , 株式会社ティ・エス・プランニング , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , UEDA MASAAKI , SATO SATOSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an anchoring method for a shear reinforcement material capable of using a grout material having fluidity as in a downward execution of construction, and excellent in economic efficiency and construction efficiency. SOLUTION: An insertion hole 3 is drilled upward in a concrete structure 1. The shear reinforcement material 4 is arranged on a lid body 5 tightly closing the insertion hole 3. A degassing hose 6 is inserted in a through-hole formed in the lid body 5, and a front end thereof is positioned at a front end of the insertion hole 3. A sheath tube 9 is interposed to prevent the grout material from leaking from an outer peripheral part of the degassing hose 6. After completion of setting up of the device, injection of the grout material 8 is started, and the air in the insertion hole 3 is discharged through the degassing hose 6. When the insertion hole 3 is filled with the grout material 8, the degassing hose 6 is pulled to the lid body 5, and is plugged. After that, pressurization from a grout material injection port 7 is stopped, and the grout material injection port 7 is closed. After hardening and curing of the grout material 8, the lid body 5 is removed and the surface of the concrete is finished. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够使用具有流动性的灌浆材料的剪切增强材料的锚固方法，如施工向下执行，并且经济效率和施工效率优异。解决方案：在混凝土结构1中向上钻出插入孔3.剪切增强材料4设置在紧密封闭插入孔3的盖体5上。脱气软管6插入到形成为盖体5及其前端位于插入孔3的前端。护套管9被插入以防止灌浆材料从脱气软管6的外周部分泄漏。在完成设置之后开始灌浆材料8的注入，并且插入孔3中的空气通过脱气软管6排出。当插入孔3填充有浆料8时，将脱气软管6拉至盖体5，并被堵塞。之后，停止从灌浆材料注入口7的加压，并且灌浆材料注入口7关闭。在灌浆材料8硬化和固化之后，除去盖体5，并且混凝土的表面完成。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2014134051A Method for measuring air content of grout material subjected to upward construction 有权
标题翻译：用于测量未经施工的砂土材料的空气含量的方法
公开(公告)号：JP2014134051A
公开(公告)日：2014-07-24
申请号：JP2013003325
申请日：2013-01-11
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , KANEMITSU YOSHIHISA , TAMANO KEIGO , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To measure the air content of a grout material subjected to upward construction.SOLUTION: A container body 22 is regarded as a shear reinforcement member insertion hole, and an opening 22a of the container body 22 is directed downward so that the container body 22 can be vertically arranged. A grout material is injected upward and infilled into the container body 22, through the opening 22a of the container body 22. A lid body is attached to the opening 22a of the container body 22, the container body 22 is hermetically closed, and pressure within the container body 22 filled with the grout material is measured. Thus, the air content of the grout material subjected to upward construction is measured.
摘要翻译：要解决的问题：测量经过向上施工的灌浆材料的空气含量。解决方案：容器主体22被认为是剪切加强构件插入孔，容器主体22的开口22a向下指向，容器主体22可以垂直布置。通过容器主体22的开口部22a将灌浆材料向上方注入并充填到容器主体22中。将盖体安装在容器主体22的开口22a上，将容器主体22气密地封闭，测量填充有浆料的容器主体22。因此，测量经向上施工的灌浆材料的空气含量。

4. 发明专利

JP2012197572A Shear reinforce member fixation method 有权
标题翻译：剪切强度会员固定方法
公开(公告)号：JP2012197572A
公开(公告)日：2012-10-18
申请号：JP2011061222
申请日：2011-03-18
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , KOKAMI HIROAKI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement member fixation method capable of sufficiently fixing a shear reinforcement member to a structural body without requiring an increase in a size of a device and a large amount of a grout material.SOLUTION: In performing shear reinforcement of a concrete structural body 1, a shear reinforcement member fixation method comprises the steps of: boring a closed-end shear reinforcement member insertion hole 2 in a concrete structural body 1; installing a grout material storage tank 6 at an opening section of the shear reinforcement member insertion hole 2; filling the shear reinforcement member insertion hole 2 with a grout material in a fluid condition; sequentially inserting divided members 31 to 33, which are prepared by dividing a shear reinforcement member 3 and to be connected with couplers 5, into the shear reinforcement member insertion hole; and fixing the shear reinforcement member 3 to the shear reinforcement member insertion hole 2 by hardening the grout material.
摘要翻译：要解决的问题：提供一种能够在不需要增加装置的尺寸和大量的灌浆材料的情况下将剪切增强构件充分地固定到结构体上的剪切增强构件固定方法。解决方案：在进行混凝土结构体1的剪切加固时，剪切加固构件固定方法包括以下步骤：将混凝土结构体1中的封闭端剪切加强构件插入孔2镗孔; 在剪切加强构件插入孔2的开口部分安装灌浆材料储存罐6; 用流体状态的灌浆材料填充剪切加强构件插入孔2; 依次插入通过将剪切加强件3分割并与耦合器5连接而制成的分割件31至33到剪切加强件插入孔中; 并通过硬化灌浆材料将剪切加强件3固定到剪切加强件插入孔2上。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2012197571A Shear reinforce member fixation method 有权
标题翻译：剪切强度会员固定方法
公开(公告)号：JP2012197571A
公开(公告)日：2012-10-18
申请号：JP2011061218
申请日：2011-03-18
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , KOKAMI HIROAKI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement member fixation method capable of sufficiently fixing a shear reinforcement member to a structural body by appropriately filling a grout material in a shear reinforcement member insertion hole without requiring an increase in a size of a device and a large amount of the grout material.SOLUTION: In performing shear reinforcement of a concrete structural body 1, a shear reinforcement member fixation method comprises the steps of: boring a shear reinforcement member insertion hole 2, which is a through-hole, in the concrete structural body 1; inserting a shear reinforcement member 3 thereinto; installs grout material storage tanks 4 at outer sides of both opening sections of the shear reinforcement insertion hole 2; filling the shear reinforcement member insertion hole 2 with a grout material in a fluid condition while receiving the grout material flowing out from the shear reinforcement member insertion hole 2 in the grout material storage tanks 4; and fixing the shear reinforcement member 3 to the shear reinforcement insertion hole 2 by hardening the grout material after substantively filling the shear reinforcement insertion hole 2 with the grout material.
摘要翻译：要解决的问题：提供一种剪切增强构件固定方法，其能够通过在剪切加强构件插入孔中适当地填充灌浆材料而将剪切增强构件充分地固定到结构体，而不需要增加尺寸装置和大量的灌浆材料。解决方案：在执行混凝土结构体1的剪切加固时，剪切加固构件固定方法包括以下步骤：在混凝土结构体1中钻孔作为通孔的剪切加强件插入孔2; 在其中插入剪切加强件3; 在剪切加强件插入孔2的两个开口部分的外侧安装灌浆材料储存罐4; 在接收从灌浆材料储存罐4中的剪切加强构件插入孔2流出的灌浆材料的同时，在流体状态下用灌浆材料填充剪切加强构件插入孔2; 并且通过在用灌浆材料实质性地填充剪切加强件插入孔2之后硬化灌浆材料，将剪切增强构件3固定到剪切加强件插入孔2。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2011038262A Reinforced concrete structure 有权
标题翻译：强化混凝土结构
公开(公告)号：JP2011038262A
公开(公告)日：2011-02-24
申请号：JP2009184248
申请日：2009-08-07
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , KONO TETSUYA , SOGABE NAOKI , SIVALEEPUNTH CHUNYAKOM , KANEMITSU YOSHIHISA
IPC分类号： E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforced concrete structure increased in earthquake resistance by distributing bending and cracking to the lower part thereof and reliably functioning the lower part as a plastic hinge part when an earthquake occurs.
SOLUTION: This reinforced concrete structure includes a footing 5, a fiber-reinforced mortar or fiber-reinforced concrete base 3 formed integrally with the footing 5, a fiber-reinforced mortar or fiber-reinforced concrete precast forms 7 placed on the upper surface of the base 3, and a concrete 15 deposited in the precast forms 7 and inside the base 3. The base 3 is formed so as to extend further to the outside than the precast forms 7. The footing 5 and the base 3 are integrated with each other using anchors 11. Crack guide joints 9 are provided to the predetermined positions of the precast forms 7 and in the boundary between the base 3 and the precast form 7.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在其下部分布弯曲和开裂而提高耐震性的钢筋混凝土结构，并且当地震发生时可靠地将下部作为塑料铰链部作用。解决方案：该钢筋混凝土结构包括底脚5，纤维增强砂浆或与基脚5一体形成的纤维增强混凝土基座3，纤维增强砂浆或纤维增强混凝土预制件7放置在上部基座3的表面以及以预制件7和基座3内部沉积的混凝土15.基座3形成为比预制件7更远地向外延伸。底脚5和底座3是一体的彼此使用锚定件11.裂缝导向接头9被提供到预制件7的预定位置以及基座3和预制件7之间的边界。版权所有（C）2011，JPO＆INPIT

7. 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

8. 发明专利

JP2010209564A Sleeve with flange part 审中-公开
标题翻译：带法兰部分
公开(公告)号：JP2010209564A
公开(公告)日：2010-09-24
申请号：JP2009055823
申请日：2009-03-10
申请人： Kajima Corp , Nippon Splice Sleeve Kk , 日本スプライススリーブ株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , SOGABE NAOKI , KANEMITSU YOSHIHISA , SUDA KUMIKO , ITO KOSUKE , YOSHIOKA GORO , ABUKAWA MASAHIRO , OGATA TSUTOMU
IPC分类号： E04C5/12 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a sleeve with a flange part, which serves as an anchoring means for an end of a reinforcing bar, and which can sufficiently secure anchor strength between the reinforcing bar and concrete even at a construction part incapable of securing a predetermined anchoring dimension.
SOLUTION: This sleeve with the flange part is characterized in that the annular flange part, which protrudes from an outer peripheral surface of a body in a direction orthogonal to the longitudinal direction of a sleeve body, is provided to the body which is formed of a predetermined length, a predetermined peripheral wall thickness, a filling hole and a discharge hole for a filler, and an inside space of a tubular shape for forming a space for insertion of the reinforcing bar and infilling of the filler.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供具有凸缘部分的套筒，其用作用于钢筋的端部的锚固装置，并且其可以充分地确保钢筋和混凝土之间的锚固强度，即使在不能施加的构造部件固定预定的锚定尺寸。解决方案：具有凸缘部的套筒的特征在于，在与主体的纵向方向正交的方向上从主体的外周面突出的环状凸缘部分设置在主体上，形成为预定长度，预定的周壁厚度，填充孔和用于填料的排出孔以及用于形成用于插入钢筋和填充填料的空间的管状的内部空间。版权所有（C）2010，JPO＆INPIT

9. 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。

10. 发明专利

JP2013053412A Structure made of reinforced concrete 有权
标题翻译：加固混凝土的结构
公开(公告)号：JP2013053412A
公开(公告)日：2013-03-21
申请号：JP2011190498
申请日：2011-09-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KONO TETSUYA , YAMANOBE SHINICHI , SOGABE NAOKI , KANEMITSU YOSHIHISA , SIVALEEPUNTH CHUNYAKOM
IPC分类号： E04H9/02 , E04B1/20 , E04C5/16
摘要： PROBLEM TO BE SOLVED: To provide a structure made of reinforced concrete with high toughness that can impart high deforming performance to reinforced concrete by suppressing buckling of axial reinforcing bars and also increase concrete filling properties by reducing the amounts of hoops and intermediate hoops.SOLUTION: A precast form 7 having hoops 11 buried inside is buried nearby a lower end of a columnar body 3 made of reinforced concrete. The precast form 7 is higher in compression strength than an outer edge concrete part 9 which is concrete constituting the columnar body 3 and adjacent in the axial direction of the precast form 7. Compression force equal to or larger than the compression strength of the outer edge concrete part 9 is prevented from being applied to the precast form 7. Consequently, buckling deformation of axial reinforcing bars 13 in the columnar body 3 can be prevented with the rigidity of the precast form 7.
摘要翻译：要解决的问题：提供一种具有高韧性的钢筋混凝土结构，其可以通过抑制轴向钢筋的弯曲而赋予钢筋混凝土高变形性能，并且还通过减少箍和中间箍的量来增加混凝土填充性能。解决方案：埋在内部的箍11的预制件7埋在由钢筋混凝土制成的柱状体3的下端附近。预制件7的压缩强度高于构成柱状体3的混凝土的外边缘混凝土部件9，并且在预制件7的轴向方向上相邻。压缩力等于或大于外边缘的压缩强度混凝土部分9被防止施加到预制形式7.因此，可以以预制形式7的刚性来防止柱状体3中的轴向钢筋13的屈曲变形。（C）2013， JPO和INPIT

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