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1. 发明专利

JP2010285465A Ground-improving slurry composition using blast furnace cement composition and method for preparing soil cement slurry using the same 有权
标题翻译：使用BLAST FURNACE水泥组合物的地面改良浆料组合物和使用其制备土壤水泥浆料的方法
公开(公告)号：JP2010285465A
公开(公告)日：2010-12-24
申请号：JP2009137994
申请日：2009-06-09
申请人： Takemoto Oil & Fat Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 竹本油脂株式会社
发明人： KONO TAKAO , YONEZAWA TOSHIO , SATO EIJI , YOSHIDA TOMONORI , KINOSHITA MITSUO , TAMAKI SHINJI
IPC分类号： C09K17/44 , C04B7/153 , C04B18/16 , C04B22/14 , C04B24/26 , C04B28/08 , C09K17/02 , C09K17/06 , C09K17/10 , C09K17/18 , C09K17/20 , C09K17/22 , C09K103/00
CPC分类号： C04B28/08 , C04B28/14 , C04B2111/00732 , Y02W30/94 , Y02W30/95 , C04B7/02 , C04B18/141 , C04B18/167 , C04B20/0076 , C04B2103/30 , C04B2103/50 , C04B22/143
摘要： PROBLEM TO BE SOLVED: To provide a ground-improving slurry composition which ensures good applicability in ground-improving constructions, uses blast furnace slag powder in a higher rate than the present slurry compositions to give ground-cured products having necessary strengths, and can inhibit the generation of carbon dioxide, and to provide a method for preparing a soil cement slurry using the same. SOLUTION: This ground-improving slurry composition is characterized by using the following blast furnace cement composition as a binder to prepare a water/the blast furnace cement composition in a mass ratio of 40 to 250%, and containing an admixture in an amount of 0.1 to 5 pts.mass per 100 pts.mass of the blast furnace cement composition. The blast furnace cement composition is prepared by adding 10 to 30 pts.mass of reclaimed concrete powder having a calcium hydroxide content of 3 to 15 mass% and separated from crushed concrete to 100 pts.mass of a mixture comprising 60 to 90 mass% of blast furnace slag powder having a fineness of 3,000 to 8,000 cm 2 /g, 5 to 20 mass% of gypsum and 5 to 35 mass% of Portland cement (totally 100 mass%). COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供确保在地面改良结构中的良好适用性的研磨改性浆料组合物，以比本浆料组合物更高的速率使用高炉矿渣粉末，得到具有必要强度的研磨固化产物，并且可以抑制二氧化碳的产生，并且提供使用其制备土壤水泥浆料的方法。解决方案：该研磨浆料组合物的特征在于使用以下的高炉水泥组合物作为粘合剂，以40〜250％的质量比制备水/高炉水泥组合物，并含有混合物数量为0.1〜5磅/ 100磅/分钟的高炉水泥组合物。通过将10〜30质量份的氢氧化钙含量为3〜15质量％的复合混凝土粉末与粉碎的混凝土分离成100重量份的混合物，制备高炉水泥组合物，该混合物含有60〜90质量％细粉度为3,000〜8000厘米 2克/克，石膏5〜20质量％，波特兰水泥5〜35质量％（总计100质量％））。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2010285464A Ground-improving slurry composition using blast furnace slag composition and method for preparing soil cement slurry using the same 有权
标题翻译：使用高炉渣组合物的地面改良浆料组合物及其制备土壤水泥浆料的方法
公开(公告)号：JP2010285464A
公开(公告)日：2010-12-24
申请号：JP2009137988
申请日：2009-06-09
申请人： Takemoto Oil & Fat Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 竹本油脂株式会社
发明人： KONO TAKAO , YONEZAWA TOSHIO , SATO EIJI , YOSHIDA TOMONORI , KINOSHITA MITSUO , TAMAKI SHINJI
IPC分类号： C09K17/42 , C04B18/16 , C04B22/14 , C04B24/26 , C04B28/14 , C09K17/02 , C09K17/06 , C09K17/18 , C09K17/20 , C09K17/22
CPC分类号： C04B28/08 , C04B28/14 , C04B2111/00732 , Y02W30/94 , Y02W30/95 , C04B18/141 , C04B18/167 , C04B20/0076 , C04B2103/30 , C04B2103/50 , C04B22/143
摘要： PROBLEM TO BE SOLVED: To provide a ground-improving slurry composition which ensures good applicability in ground-improving constructions, uses blast furnace slag powder in a higher rate than the present slurry compositions to give ground-cured products having necessary strengths, and can inhibits the generation of carbon dioxide, and to provide a method for preparing a soil cement slurry using the same. SOLUTION: This ground-improving slurry composition is characterized by using the following blast furnace slug composition as a binder to prepare a water/the blast furnace slag composition in a mass ratio of 40 to 250%, and containing an admixture in an amount of 0.1 to 5 pts.mass per 100 pts.mass of the blast furnace slag composition. The blast furnace slag composition is prepared by adding 3 to 15 pts.mass of reclaimed concrete powder having a calcium hydroxide content of 3 to 15 mass% and separated from crushed concrete to 100 pts.mass of a mixture comprising 80 to 95 mass% of blast furnace slag powder having a fineness of 3,000 to 13,000 cm 2 /g and 5 to 20 mass% of gypsum (totally 100 mass%). COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供确保在地面改良结构中的良好适用性的研磨改性浆料组合物，以比本浆料组合物更高的速率使用高炉矿渣粉末，得到具有必要强度的研磨固化产物，并且可以抑制二氧化碳的产生，并提供使用该二氧化碳制备土壤水泥浆料的方法。解决方案：该研磨浆料组合物的特征在于使用以下的高炉渣组合物作为粘合剂，以40〜250％的质量比制备水/高炉矿渣组合物，并含有混合物量为0.1〜5磅/ 100磅/升的高炉渣组成。通过加入3〜15质量份的氢氧化钙含量为3〜15质量％的回收混凝土粉末并从粉碎的混凝土中分离成100质量份的含有80〜95质量％细粉度为3000〜13000cm 2 / g / g，石膏5质量％〜20质量％的高炉渣粉末。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2010285466A Ground-improving slurry composition using blast furnace slag composition and method for preparing soil cement slurry using the same 有权
标题翻译：使用高炉渣组合物的地面改良浆料组合物及其制备土壤水泥浆料的方法
公开(公告)号：JP2010285466A
公开(公告)日：2010-12-24
申请号：JP2009138003
申请日：2009-06-09
申请人： Takemoto Oil & Fat Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 竹本油脂株式会社
发明人： KONO TAKAO , YONEZAWA TOSHIO , SATO EIJI , YOSHIDA TOMONORI , KINOSHITA MITSUO , TAMAKI SHINJI
IPC分类号： C09K17/42 , C04B7/02 , C04B22/14 , C04B24/26 , C04B28/14 , C09K17/02 , C09K17/06 , C09K17/10 , C09K17/18 , C09K17/20 , C09K17/22 , C09K103/00
CPC分类号： C04B28/08 , C04B28/14 , C04B2111/00732 , Y02W30/94 , C04B7/02 , C04B18/141 , C04B20/0076 , C04B2103/30 , C04B22/143 , C04B2103/50
摘要： PROBLEM TO BE SOLVED: To provide a ground-improving slurry composition which ensures good applicability in ground-improving constructions, uses blast furnace slag powder in a higher rate than the present slurry compositions to give ground-cured products having necessary strengths, and can inhibit the generation of carbon dioxide, and to provide a method for preparing a soil cement slurry using the same. SOLUTION: This ground-improving slurry composition is characterized by using the following blast furnace slag composition as a binder to prepare a water/the blast furnace slag composition in a mass ratio of 40 to 250%, and containing an admixture in an amount of 0.1 to 5 pts.mass per 100 pts.mass of the blast furnace slag composition. The blast furnace slag composition is prepared by adding 0.5 to 1.5 pts.mass or 5 to 45 pts.mass of an alkali stimulating material to 100 pts.mass of a mixture comprising 80 to 95 mass% of blast furnace slag powder having a fineness of 3,000 to 13,000 cm 2 /g and 5 to 20 mass% of gypsum (totally 100 mass%). COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供确保在地面改良结构中的良好适用性的研磨改性浆料组合物，以比本浆料组合物更高的速率使用高炉矿渣粉末，得到具有必要强度的研磨固化产物，并且可以抑制二氧化碳的产生，并且提供使用其制备土壤水泥浆料的方法。解决方案：该研磨浆料组合物的特征在于使用以下高炉矿渣组合物作为粘合剂，以40〜250％的质量比制备水/高炉矿渣组合物，并含有量为0.1〜5磅/ 100磅/升的高炉渣组成。通过将0.5〜1.5份或5〜45质量份的碱刺激性物质加入至100质量份的包含80〜95质量％的高炉渣粉末的混合物中制备高炉炉渣组合物， 3000〜13000cm 2 / g和5〜20质量％的石膏（100质量％）。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2012001982A Installation method of underground wall 审中-公开
标题翻译：地下室安装方法
公开(公告)号：JP2012001982A
公开(公告)日：2012-01-05
申请号：JP2010138577
申请日：2010-06-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAWAI EISAKU , MINAMI TAIZO , TAYA YUJI , YOSHIDA TOMONORI
IPC分类号： E02D5/20 , E02D3/12 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To increase an axial supporting force without deeply constructing an earth retaining wall.SOLUTION: In an installation method of an underground wall, a metal structural member 1 and cement-based hardening material 2 are placed into an excavated hole H which is made as a result of the excavation of the periphery of a predetermined underground excavation range Y, and there is formed the earth retaining wall P which freely support earth pressure and axial force. And in the method, ground improvement construction, which can support the axial force by being integrated with the earth retaining wall P, is executed in both the lateral positions of the range 3 which is an embedment depth of the earth retaining wall P.
摘要翻译：要解决的问题：增加轴向支撑力而不深度地构造挡土墙。解决方案：在地下墙的安装方法中，将金属结构件1和水泥基硬化材料2放置在由预定的地下开挖的周边进行挖掘而形成的挖掘孔H中范围Y，并且形成有自由地支撑土压力和轴向力的挡土墙P。并且在该方法中，在作为挡土墙P的嵌入深度的范围3的横向位置的两个侧向位置都执行能够支撑与挡土墙P一体化的轴向力的地面改善结构。
版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011069069A Method for forming building 审中-公开
标题翻译：形成建筑物的方法
公开(公告)号：JP2011069069A
公开(公告)日：2011-04-07
申请号：JP2009219479
申请日：2009-09-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OGURA KIYOSHI , KUGE TAKASHI , YOSHIMITSU TARO , NISHIMATSU AIZO , YOSHIDA TOMONORI
IPC分类号： E04B1/16
摘要： PROBLEM TO BE SOLVED: To enhance working efficiency by continuously performing each work item and properly maintaining a workflow.
SOLUTION: This method for forming a building, which makes building frames 1 on a plurality of stories formed by assembling precast material 2 in reinforced concrete construction, includes: a first construction step for installing each of a precast column 2A, a precast beam 2B and a slab bottom plate member 2C; a second construction step for installing a wall reinforcement 5 and a slab reinforcement 3; a third construction step for installing a wall form 6; and a fourth construction step for placing concrete 4 in the wall form 6 and on the slab bottom plate member 2C on the upper story. In the performance of the above construction steps, the first construction step is performed in a first construction block layer r
1 among four constructions block layers r
1 -r
4 vertically adjacent to one another; the second construction step is provided in the second construction block layer r
2 ; the third construction step is provided in the third construction block layer r
3 ; and the fourth construction step is provided in the fourth construction block layer r
4 .
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：通过持续执行每个工作项目并适当地维护工作流程来提高工作效率。解决方案：用于形成建筑物的方法，其使得通过在钢筋混凝土结构中组装预制材料2而形成的多个故事物上的建筑物框架1包括：第一施工步骤，用于安装预制柱2A，预制件梁2B和板底板构件2C; 用于安装墙壁加强件5和板坯加强件3的第二施工步骤; 用于安装壁板6的第三施工步骤; 以及第四施工步骤，用于将混凝土4放置在壁板6中并在上层的板坯底板构件2C上。在上述施工步骤的执行中，第一施工步骤在四个结构中的第一施工块层r 1 中进行，块层r -r SB 垂直相邻; 第二施工步骤设置在第二施工块层r 2 中; 在第三构造块层r 3中设置第三构造工序; 并且第四施工步骤设置在第四施工块层r SB <4>中。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2009281102A Grout tool, and method for confirming grout filling in slide joint construction method of precast concrete beam using the same 审中-公开
标题翻译： GROUT工具和确认使用其的预制混凝土梁的滑动接合结构方法中的GROUT填充的方法
公开(公告)号：JP2009281102A
公开(公告)日：2009-12-03
申请号：JP2008136406
申请日：2008-05-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOSHIDA TOMONORI , KAWAI EISAKU
IPC分类号： E04C5/18 , E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To facilitate confirmation of grout filing to a sleeve joint in a slide joint construction method of a precast concrete beam even if both ends of the sleeve joint are located inside a sleeve joint storage space formed on an end surface of the precast concrete beam, and a grout discharge port of the sleeve joint is visually shielded by a concrete part of the precast concrete beam. SOLUTION: A grout tool A includes a steel pipe 11 and an elastic cylinder 12 formed of a stretchable elastic member, which covers the outside of the pipe so as to be drawable from the steel pipe. The tool A is inserted to a grout confirmation hole 10 of the precast concrete beam so that the steel pipe connects with a grout discharge port 6b of the sleeve joint 6 and the elastic cylinder closes a clearance between the grout discharge port and the steel pipe, and it is confirmed that the sleeve joint is filled with grout by visually confirming the grout flowing over the steel pipe. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使套筒接头的两端位于形成在端面上的套筒接头存储空间内部，为了便于在预制混凝土梁的滑动接头施工方法中确认向套筒接头的浆料填充的预制混凝土梁，并且套筒接头的灌浆排出口被预制混凝土梁的混凝土部分视觉遮蔽。解决方案：一种灌浆工具A包括钢管11和由可拉伸的弹性构件形成的弹性圆筒12，该弹性构件覆盖管子的外部以便从钢管拉出。将工具A插入到预制混凝土梁的灌浆确认孔10中，使钢管与套筒接头6的灌浆排出口6b连接，弹性筒关闭灌浆排出口与钢管之间的间隙，通过目视确认在钢管上流动的浆料，可以确认套筒接头填充有浆料。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009161975A Method of constructing composite slab 有权
标题翻译：构造复合材料SLAB的方法
公开(公告)号：JP2009161975A
公开(公告)日：2009-07-23
申请号：JP2008000027
申请日：2008-01-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MAEDA TATSUHIKO , IKEDA HIDEMI , HIRAKAWA YASUAKI , TSUBAKI HIDEAKI , OTA YOSHIHIRO , OGURA KIYOSHI , SATO MAKOTO , IIDA HIROTAKA , YOSHIDA TOMONORI
IPC分类号： E04B5/38 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To economically construct a composite slab with a maximum span by suppressing the deflection (particularly creep deformation) of the slab.
SOLUTION: To construct the composite slab 3 with the maximum span in which a half precast floor slab is structurally joined to a concrete cast at the upper part thereof, an upward initial deflection is applied to the half precast floor slab 1, and a concrete 2 is deposited while remaining a post-deposited zone A at both ends of the half precast floor slab in the span direction. The end of a composite flat slab during the construction is pin-connected or semi-rigidly connected. When a predetermined strength is generated in the concrete, a support load by a support 8 is removed to generate the deformation of the composite slab by its own weight. Then, the composite slab is so supported by the support again that the span center part thereof is not pushed up by the support. A concrete 20 is deposited in the post-deposited zone to rigidly join the end of the composite slab.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过抑制板坯的偏转（特别是蠕变变形），经济地构造具有最大跨度的复合板坯。解决方案：为了构造具有半预制楼板结构地连接到其上部的混凝土浇注的最大跨度的复合板3，向半预制地板1施加向上的初始偏转，并且沉积混凝土2，同时在跨度方向上保留半预制地板的两端的后沉积区A。复合平板在结构中的末端是针连接或半刚性连接。当在混凝土中产生预定的强度时，移除由支撑件8支撑的载荷，以通过其自身重量产生复合板坯的变形。然后，复合板被支撑件再次支撑，使得其跨接中心部分不被支撑件向上推。混凝土20沉积在后沉积区中以刚性地连接复合板的端部。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2013028474A Fiber-containing cement slurry 有权
标题翻译：含纤维水泥浆
公开(公告)号：JP2013028474A
公开(公告)日：2013-02-07
申请号：JP2011164512
申请日：2011-07-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KONO TAKAO , KOJIMA MASAO , YOSHIDA TOMONORI , TSUGAWA SUMIO
IPC分类号： C04B28/02 , C04B16/06 , C04B24/38 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a fiber-containing cement slurry, wherein fiber is uniformly dispersed in a cement slurry without requiring complicated procedures.SOLUTION: The fiber-containing cement slurry has physical properties in which: the viscosity of the cement slurry formed by mixing a cement, water and an additive, as measured with a rotating viscometer, falls within a range of 0.1 (solid line 80) to 3.8 (solid line 82) Pa_s; and the L-flow initial velocity of the cement slurry formed by mixing the cement, the water, the additive, and fiber falls within a range (shaded area S) of 13 (solid line 84) to 120 (solid line 86) cm/s.
摘要翻译：要解决的问题：提供一种含纤维的水泥浆料，其中纤维均匀分散在水泥浆料中而不需要复杂的工艺。解决方案：含纤维的水泥浆具有物理性质，其中通过用旋转粘度计测量的混合水泥，水和添加剂形成的水泥浆的粘度落在0.1的范围内（实线 80）至3.8（实线82）Pa_s; 并且通过混合水泥，水，添加剂和纤维形成的水泥浆的L流初始速度落在13（实线84）至120（实线86）cm / s的范围内（阴影区域S） s。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2009228395A Joint structure of precast concrete member, joining method of precast concrete member, and building 审中-公开
标题翻译：预制混凝土构件的接合结构，预制混凝土构件的接合方法和建筑
公开(公告)号：JP2009228395A
公开(公告)日：2009-10-08
申请号：JP2008078811
申请日：2008-03-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOSHIDA TOMONORI , KAWAI EISAKU , TAKEUCHI MITSURU
IPC分类号： E04B1/58 , E04B1/21 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of precast concrete members, a joining method of the precast concrete members, and a building having the joint structure of the precast concrete members that can join one member to the other member by moving the one member without being restricted by a moving direction when joining the members to each other. SOLUTION: A hollow pipe 22 held in a storage part 18 formed in a first member 12 made of precast concrete, by a moving means 48 and inserted into an insertion part 26 formed in a second member 14 made of precast concrete. A first reinforcement 20 and a second reinforcement 28 are thereby connected through the hollow pipe 22 to join the first member 12 to the second member 14. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供预制混凝土构件的接合结构，预制混凝土构件的接合方法以及具有通过移动可以将一个构件连接到另一个构件的预制混凝土构件的接合结构的建筑物该一个构件在将构件相互连接时不受移动方向的限制。解决方案：中空管22，其通过移动装置48固定在由预制混凝土制成的第一构件12中形成的储存部分18中，并插入形成在由预制混凝土制成的第二构件14中的插入部分26中。因此，第一加强件20和第二加强件28通过中空管22连接以将第一构件12连接到第二构件14.版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009228394A Joint structure of precast concrete member, joint method of precast concrete member, and building 审中-公开
标题翻译：预制混凝土构件的接合结构，预制混凝土构件的联合方法和建筑
公开(公告)号：JP2009228394A
公开(公告)日：2009-10-08
申请号：JP2008078810
申请日：2008-03-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KUGE TAKASHI , YOSHIMITSU TARO , YOSHIDA TOMONORI , KAWAI EISAKU , TAKEUCHI MITSURU
IPC分类号： E04B1/58 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a precast concrete member, a joint method of a precast concrete member, and a building having the joint structure of the precast concrete member which make possible joint between one member and the other member by moving one member without being brought under constraints in the movement direction when the members are joined with each other. SOLUTION: A hollow pipe 22 which is stored in a closure 18 formed in the first member 12 made of precast concrete is moved by movement means 47 48, and is inserted to an insertion part 26 which is formed in the second member 14 made of precast concrete. By this, a first reinforcing iron bar 20 and a second reinforcing iron bar 28 are connected to each other through the medium of the hollow pipe 22, and the first member 12 and the second member 14 are joined with each other. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供预制混凝土构件的接合结构，预制混凝土构件的接合方法和具有预制混凝土构件的接合结构的建筑物，其使得可以在一个构件和另一个构件之间形成接合当构件彼此接合时，通过移动一个构件而不会在运动方向上受到约束。解决方案：存储在由预制混凝土制成的第一构件12中的封闭件18中的中空管22由移动装置47 48移动，并被插入形成在第二构件14中的插入部26 由预制混凝土制成由此，第一加强铁棒20和第二加强铁棒28通过中空管22的介质彼此连接，并且第一构件12和第二构件14彼此接合。版权所有（C）2010，JPO＆INPIT

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