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    • 72. 发明专利
    • Widening type shield boring machine
    • 宽幅型刨花机
    • JP2006233525A
    • 2006-09-07
    • JP2005048113
    • 2005-02-24
    • Hitachi Zosen CorpMaeda Corp前田建設工業株式会社日立造船株式会社
    • KAWAMOTO SHINJIMIYAZAWA MASAHIROHANAOKA TAIJI
    • E21D9/06E21D9/087
    • PROBLEM TO BE SOLVED: To provide a widening type shield boring machine capable of stably excavating a widening cross section without causing the increase of propulsion resistance and while preventing the collapse of a bedrock. SOLUTION: The widening type shield boring machine includes a shield body 1 having the first cutter head in the front section to excavate a standard cross section, a widening opening section 12 formed in a skin plate 1a of the shield body 1, an approximately columnar pressure holding chamber 13 having an axial center parallel with the axial center of a shield formed by communicating with the widening opening section 12, a turning casing 14 placed in the pressure holding chamber 13 in a turnable manner and enabling the widening opening section 12 to freely open and close by an outer circumferential wall 14a and the second cutter head 11 enabling it to come in and out to the outside through the widening opening section 12 from an opened opening section 14c formed in the outer circumferential wall 14a in the turning casing 14 and consisting of a rotatable drum-shaped cutter having a large diameter around the axial center parallel with the shield axial center. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够稳定地挖掘加宽横截面而不引起推进阻力增加并且同时防止基岩塌陷的加宽型盾构镗床。 解决方案:加宽型屏蔽镗床包括:屏蔽体1,其在前部分具有第一切割头,以挖掘标准横截面;形成在屏蔽体1的皮肤板1a中的加宽开口部分12; 近似柱状的压力保持室13的轴向中心与通过与加宽开口部12连通而形成的屏蔽的轴心平行;旋转壳体14,其以可转动的方式设置在压力保持室13内,能够使加宽开口部12 通过外周壁14a和第二刀头11自由地打开和关闭,使其能够通过加宽开口部12从形成在转动套筒的外周壁14a中的开口部14c进出到外部 并且由具有与屏蔽轴向中心平行的轴向中心附近具有大直径的可旋转鼓形切割器组成。 版权所有(C)2006,JPO&NCIPI
    • 73. 发明专利
    • Simple hanger
    • 简单的警戒
    • JP2006214186A
    • 2006-08-17
    • JP2005028490
    • 2005-02-04
    • Maeda Corp前田建設工業株式会社
    • HARADA YUKIHISA
    • E21D11/40
    • PROBLEM TO BE SOLVED: To provide a simple hanger which is simple in structure, and almost eliminates a fear of bending caused by a vertical force even if it is secured to a stepped recess of a gripping fitting which is opened not in the vertical direction but in a diagonal direction.
      SOLUTION: The simple hanger 3 engages with the gripping fitting which is embedded in a segment 1, for hanging a hanging object therefrom. The gripping fitting 2 has the stepped recess 2c which is formed like a stepped hole in the gripping fitting. The simple hanger 3 is comprised of a grip in which first and second arms 31, 32 intersect each other at a shaft portion 33 as a fulcrum, like a clipper. The grip is formed such that a width between a front end 31a of the first arm and a front end 32a of the second arm is set to a minimum value when the first and second arms 31, 32 are opened to intersect each other, and to a maximum value when the first and second arms 31, 32 are closed to be superposed on each other. Thus the first and second arms 31, 32 which are opened in an intersecting position are inserted into the stepped recess 2c, and then the first and second arms 31, 32 which are closed in a superposed position are engaged with the stepped recess 2c.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种结构简单的简单的衣架,并且几乎消除了由垂直力引起的弯曲的恐惧,即使它被固定到不在其中的夹紧配件的阶梯式凹部 垂直方向,但在对角线方向。 解决方案:简单的吊架3与嵌入在段1中的夹紧配件接合,用于从中悬挂吊物。 夹紧配件2具有在夹紧配件中形成为阶梯状的孔的阶梯状凹部2c。 简单的衣架3包括手柄,其中第一和第二臂31,32以作为支点的轴部33相互交叉,如剪刀。 手柄形成为使得当第一臂31和第二臂32彼此开口相交时,第一臂的前端31a和第二臂的前端32a之间的宽度被设定为最小值,并且 当第一臂31和第二臂32相互重叠时的最大值。 因此,在交叉位置开放的第一臂部31和第二臂部32插入到阶梯状凹部2c中,然后将被叠合的第一和第二臂部31,32与阶梯状凹部2c卡合。 版权所有(C)2006,JPO&NCIPI
    • 74. 发明专利
    • Fixation structure of steel stud to reinforced concrete beam
    • 钢筋混凝土梁的固定结构
    • JP2006194036A
    • 2006-07-27
    • JP2005009069
    • 2005-01-17
    • Maeda Corp前田建設工業株式会社
    • TOZAWA YASUHIROTOMINAGA NOBUO
    • E04B1/58E04B1/30
    • PROBLEM TO BE SOLVED: To increase rigidity in a fixation part of a steel stud and an RC beam.
      SOLUTION: This fixation structure for fixing the steel stud 2 to adjacent upper part RC beam 1a and lower part RC beam 1b is provided with an upper part anchor bolt 3a buried into the upper part RC beam 1a and protruding in the downward direction, a column head base plate 4 fixed to the upper part anchor bolt 3a, a lower part anchor bolt 3b buried into the lower part RC beam 1b and protruding in the upward direction, and a column leg base plate 5 fixed to the lower part anchor bolt 3b. The column head base plate 4 has a first plate 4b protruding in the upward direction, the first plate 4b is buried into the upper part RC beam 1a, the column leg base plate 5 has a second plate 5b protruding in the downward direction, and the second plate 5b is buried into the lower part RC beam 1b to fix the steel stud 2 between the column head base plate 4 and the column leg base plate 5.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提高钢螺柱和RC梁的固定部分的刚度。 解决方案:用于将钢螺柱2固定到相邻的上部RC梁1a和下部RC梁1b的该固定结构设置有上部锚固螺栓3a,其被埋入上部RC梁1a中并沿向下的方向突出 ,固定在上部锚定螺栓3a上的柱头基板4,埋设在下部RC梁1b上并沿向上方向突出的下部锚定螺栓3b,以及固定在下部锚固件上的柱腿基板5 螺栓3b。 列头基板4具有向上方突出的第一板4b,第一板4b埋设在上部RC梁1a中,柱腿基板5具有向下方突出的第二板5b, 第二板5b被埋入下部RC梁1b中,以将钢钉2固定在柱头基板4和柱腿基板5之间。(C)2006年,JPO&NCIPI
    • 76. 发明专利
    • Method for eliminating air pockmark and concrete mold using the method
    • 使用该方法消除空气密码和混凝土模具的方法
    • JP2006137101A
    • 2006-06-01
    • JP2004329129
    • 2004-11-12
    • Fujimi Koken KkMaeda Corpフジミ工研株式会社前田建設工業株式会社
    • UCHIDA AKIRAKURODA MAKOTO
    • B28B1/14
    • PROBLEM TO BE SOLVED: To provide a technique for eliminating air pockmarks which can remove bubbles in contact with the surface of a concrete mold in a concrete placing stage and save time and labor for repairing the air pockmarks.
      SOLUTION: In a method for eliminating the air pockmarks, air (bubbles) 4 in concrete 3 entrained during placing is eliminated from the surface of the concrete 3 when the concrete 3 is placed by using the concrete mold 1 to construct a concrete structure. A silicon type defoaming agent 2 is applied on the surface of the concrete mold 1 in contact with the concrete 3. When the bubbles 4 are contacted with the surface of the concrete mold 1 during placing, the surface tension of the bubbles 4 is lowered by the defoaming agent 2 to eliminate the bubbles 4.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种消除空气标记的技术,其可以在混凝土放置阶段中消除与混凝土模具的表面接触的气泡,并且节省了修复气泡的时间和劳动。 解决方案:在消除空气斑点的方法中,当通过使用混凝土模具1来放置混凝土3以在混凝土3的表面中从混凝土3的表面中排出夹带的混凝土3中的空气(气泡)4,以构成混凝土 结构体。 将硅型消泡剂2施加到与混凝土3接触的混凝土模具1的表面上。当放置期间气泡4与混凝土模具1的表面接触时,气泡4的表面张力降低 消泡剂2消除泡沫4.版权所有(C)2006年,JPO&NCIPI
    • 77. 发明专利
    • Depth shaft structure and construction method
    • 深度轴结构和构造方法
    • JP2006125148A
    • 2006-05-18
    • JP2004318262
    • 2004-11-01
    • Maeda Corp前田建設工業株式会社
    • KAYAMA YASUHARUTABATA MINORUTAKEDA MASASHIOKAWA NAOYA
    • E21D1/03E02D5/18
    • PROBLEM TO BE SOLVED: To shorten the time required for completion by omitting or reducing pitching works of a reinforced frame into a dug trench or arrangement works of a deck slab at the construction of a deep shaft through the use of an underground continuous wall construction method. SOLUTION: The trench is dug in the ground. Concrete containing reinforcement fibers is poured into the trench 2 to construct continuous walls and form side walls 3. The inside ground surrounded with the side walls 3 is dug to a subgrade of prescribed depth. The deck slab 4 is formed at the subgrade to construct the deep shaft 1. At the formation of the deck slab 4, concrete containing reinforcement fibers is poured into the subgrade. At the digging of the subgrade, the subgrade is dug more deeply to its center, and the deck slab 4 is formed in such a way that its slab thickness may be thicker downward to the center. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:通过省略或减少增加的框架的俯仰作业,在通过使用地下连续构造的深井的构造中,将挖掘沟槽或甲板板的布置作业缩短完成所需的时间 墙施工方法。 解决方案:沟槽在地上挖。 将含有增强纤维的混凝土浇注到沟槽2中以构造连续的壁并形成侧壁3.被侧壁3包围的内部地面被挖到规定深度的路基。 甲板4形成在路基处以构造深井1.在甲板4的形成中,将含有增强纤维的混凝土倒入路基中。 在路基的挖掘中,路基更深地挖掘到其中心,并且甲板4的形成方式使得它的板坯厚度可以向下到中心。 版权所有(C)2006,JPO&NCIPI
    • 78. 发明专利
    • Planting apparatus
    • 平面设备
    • JP2006121916A
    • 2006-05-18
    • JP2004311056
    • 2004-10-26
    • Maeda Corp前田建設工業株式会社
    • NAKAYAMA SATOSHI
    • A01G9/10A01G9/02A01G9/04
    • PROBLEM TO BE SOLVED: To provide a planting apparatus enabling easy culture of plants such as vegetables and flowers even by decreasing the watering frequency.
      SOLUTION: The planting apparatus is provided with a container 2, a nonwoven fabric bag 3 made of a nonwoven fabric and soil 4 filled in the nonwoven fabric bag 3. The nonwoven fabric bag 3 has water-permeability at the upper part 3a and the bottom part 3c and moisture retention property at the middle part 3b. Accordingly, the evaporation of water in the soil can be prevented and water is supplied to the soil through the middle part of the bag. The drying of the soil 4 is prevented even by decreasing the watering frequency to facilitate the culture of plants such as vegetables and flowers.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种种植设备,即使降低浇水频率,也能够容易地栽培诸如蔬菜和花卉的植物。 解决方案:种植设备设置有容器2,由无纺布制成的无纺布袋3和填充在无纺布袋3中的土壤4.无纺布袋3在上部3a具有透水性 底部3c和中间部分3b的保湿性。 因此,可以防止土壤中的水蒸发,并通过袋的中间部分向土壤供水。 甚至通过降低浇水频率来促进土壤4的干燥,以促进植物如蔬菜和花卉的培养。 版权所有(C)2006,JPO&NCIPI
    • 79. 发明专利
    • Arrival method for shield machine, and entrance equipment
    • 护盾机器及入口设备的方法
    • JP2006063672A
    • 2006-03-09
    • JP2004248459
    • 2004-08-27
    • Bridgestone CorpMaeda Corp前田建設工業株式会社株式会社ブリヂストン
    • ICHIHARA MASAMICHIMORI YOSHIKIKOIKE YOSHITSUGU
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide compact entrance equipment by providing a sealing member capable of being prevented from being damaged in the arrival of a shield machine in a vertical shaft and capable of absorbing an error of the arrival of the shield machine.
      SOLUTION: The entrance equipment is equipped with the sealing member 51 which is provided on the inner surface of the tubular entrance equipment 5 mounted on the inner wall surface of the vertical shaft 3, which is expanded inward by increasing internal pressure, and which is brought into pressure contact with the shield machine 1 so that sealability can be secured between natural ground 60 and the shield machine 1. A protective device 21, which is positioned on the bottom side of the entrance equipment 5 so as to cover the sealing member 21, is provided inside the sealing member 51. In terms of the protective device 21, when a vertical shaft wall section (wall section composed of new-material concrete 15) is excavated at the arrival of the shield machine 1 in the vertical shaft, a part of the vertical shaft section falls to the bottom of the entrance equipment 5. The protective device 21 receives a collapsed piece from the vertical shaft wall section, and is pushed by the shield machine 1 so as to move up to a position wherein the sealing member 21 is wholly exposed.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:通过提供一种密封构件来提供紧凑的入口设备,该密封构件能够防止在屏蔽机器到达竖直轴时被损坏,并且能够吸收屏蔽机器到达的错误。

      解决方案:入口设备配备有密封构件51,密封构件51设置在安装在垂直轴3的内壁表面上的管状入口设备5的内表面上,该内壁表面通过增加内部压力向内膨胀,并且 其与屏蔽机1压力接触,从而可以确保在天然地面60与屏蔽机1之间的密封性。保护装置21位于入口设备5的底侧以覆盖密封件 构件21设置在密封构件51的内部。就保护装置21而言,当在屏蔽机1到达时垂直轴壁部(由新材料混凝土15构成的壁部)被挖掘) 垂直轴部分的一部分落在入口设备5的底部。保护装置21从垂直轴壁部分接收塌陷件,并被护罩MA推动 从而向上移动到密封构件21完全暴露的位置。 版权所有(C)2006,JPO&NCIPI

    • 80. 发明专利
    • Induced joint structure of concrete structure
    • 混凝土结构的联合结构
    • JP2006057394A
    • 2006-03-02
    • JP2004242457
    • 2004-08-23
    • Maeda Corp前田建設工業株式会社
    • SUZUKI YUJIMIYAZAKI KOJI
    • E04B1/62
    • PROBLEM TO BE SOLVED: To provide an induced joint structure of a concrete structure, easy in construction, and capable of surely generating a crack in a predetermined position, without performing postprocessing for securing waterproofness and improving an aesthetic appearance.
      SOLUTION: A steel plate 5 is arranged inside the concrete structure 1 by extending in its thickness direction. On a surface of the concrete structure 1, an angle member 3 having a first piece part 31 fastened by a fastening material 2 and a second piece part 32 arranged in the first piece part 31 and extending in the thickness direction of the concrete structure 1, is fixed to the surface of the concrete structure 1. A water cut-off material 4 is arranged along the second piece part 32, to thereby form an induced joint M.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种混凝土结构的诱导接头结构,易于构造,并且能够确保在预定位置产生裂纹,而不进行后处理以确保防水性并提高美学外观。 解决方案:钢板5通过沿其厚度方向延伸布置在混凝土结构1的内部。 在混凝土结构1的表面上,具有由紧固材料2紧固的第一部件31和布置在第一部件31中并在混凝土结构体1的厚度方向上延伸的第二部件32的角部件3, 被固定到混凝土结构1的表面。沿着第二部件32设置水切断材料4,从而形成感应接头M.版权所有(C)2006,JPO&NCIPI