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    • 1. 发明专利
    • Auxiliary structure of cutting face, inflow prevention structure, and auxiliary construction method for the cutting face
    • 切割面的辅助结构,防止结构和切割面辅助施工方法
    • JP2011132709A
    • 2011-07-07
    • JP2009291824
    • 2009-12-24
    • Kajima CorpKatekkusu:Kk株式会社カテックス鹿島建設株式会社
    • AMANO KEIICHIROOKADA YASUHARUMIYATAKE DAISUKEARAKAWA KENSUKEICHIBA DAIGOKATO MICHIHIKO
    • E21D9/04
    • PROBLEM TO BE SOLVED: To provide an auxiliary structure of a cutting face, in which a component member of a removed portion removed to avoid interference with timbering can be easily separated and utilized as a recycled resource, an inflow prevention structure, and an auxiliary construction method for the cutting face.
      SOLUTION: The inflow prevention structure 5 includes: a bag body 7; rubber members 13 which are provided at both the ends of the bag body 7, respectively; a tube 19 for injection into the bag body, which communicates with the inside of the bag body 7 through the terminal-side rubber member 13; and a tube 17 for injection of an injection material, which communicates with a leading end-side space with respect to a leading end-side rubber member 13 through the rubber member 13 and the bag body 7. An injection-type long natural ground reinforcing steel pipe 1, in which the inflow prevention structure 5 is installed inside the steel pipe 3, is installed on natural ground 35. Subsequently, a fluid is injected into the bag body 7 by means of the tube 19; the steel pipe 3 is closed, and divided into an injection section 31 and a noninjection section 33. After the injection material is injected into the injection section 31 by means of the tube 17, the natural ground 35 is excavated; and the long natural ground reinforcing steel pipe 1 is cut and removed in the noninjection section 33.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了提供切割面的辅助结构,其中除去了去除部分的部件以避免与木材的干扰,可以容易地分离和利用作为再循环资源,流入防止结构和 一种用于切割面的辅助施工方法。 流入防止结构5包括:袋体7; 分别设置在袋主体7的两端的橡胶构件13; 用于注射到袋主体中的管19,其通过端子侧橡胶构件13与袋体7的内部连通; 以及用于注射注射材料的管17,其通过橡胶构件13和袋体7相对于前端侧橡胶构件13与前端侧空间连通。注射型长天然地面增强 其中流入防止结构5安装在钢管3内的钢管1安装在自然地面35上。随后,流体通过管19注入到袋体7中; 钢管3关闭,分为注入部31和非注射部33.在注射材料通过管17注入注射部31之后,挖出天然磨料35。 并且在非注射部分33中切割并除去长的天然地面加强钢管1.(C)2011年,JPO和INPIT
    • 2. 发明专利
    • Precast retaining wall and construction method therefor
    • 预制墙及其施工方法
    • JP2008190200A
    • 2008-08-21
    • JP2007025188
    • 2007-02-05
    • Kajima Corp鹿島建設株式会社
    • NAGATOMI MASASHIINAGAKI SATOSHIIKETANI TAKESHIHATA TERUMICHITAKEUCHI SATOSHIAMANO KEIICHIRO
    • E02B3/10
    • PROBLEM TO BE SOLVED: To provide a retaining wall which has a simple structure and can be increased in bulk.
      SOLUTION: A precast retaining wall 1 is disposed on a bank 5, and is composed of minimum component units of a foundation precast panel 9 and a retaining wall precast panel 11 connected to the upper surface of the foundation precast panel 9. The precast retaining wall 1 also includes a bracing block 13 that is disposed to connect the foundation precast panel 9 to the retaining wall precast panel 11. A slot 17 is formed on the upper surface of the body 15 of the foundation precast panel 9, and a projection 27 is formed on an end face of the body 25 of the retaining wall precast panel 11. The projection 27 corresponds in shape to the slot 17 of the foundation precast panel 9. Hence the projection 27 of the retaining wall precast panel 11 is engaged with the slot 17 to construct the precast retaining wall 1.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供具有简单结构并可以大量增加的挡土墙。 解决方案:预制挡土墙1设置在堤岸5上,由基础预制板9的最小部件单元和连接到地基预制板9的上表面的挡土墙预制板11组成。 预制挡土墙1还包括支撑块13,其布置成将地基预制板9连接到挡土墙预制板11.在基座预制板9的主体15的上表面上形成有槽17, 突起27形成在挡土墙预制板11的主体25的端面上。突起27的形状对应于基础预制板9的槽17。因此,挡土墙预制板11的突起27接合 与槽17构造预制挡土墙1.版权所有(C)2008,JPO&INPIT
    • 3. 发明专利
    • Equipment and method for preventing diffusion of contamination
    • 防止污染扩散的设备和方法
    • JP2010037749A
    • 2010-02-18
    • JP2008199371
    • 2008-08-01
    • Kajima Corp鹿島建設株式会社
    • AKIYAMA SHINGOTANAKA MASAHIROLIN BOON KENSHINPO HIROMIIWAMURA HIDEYOAMANO KEIICHIROSHIRAISHI YASUNOBUHATA TERUMICHIAOYANAGI TAKAYOSHI
    • E02B15/00
    • PROBLEM TO BE SOLVED: To provide structurally-simple equipment for preventing diffusion of contamination, which can properly promote sedimentation of a contamination component depending on a water flow and the condition of construction work, and a method for preventing the diffusion of the contamination.
      SOLUTION: The flow containing the contamination component 31 directed outward from a construction sea area 7 has its direction changed to a vertical one at a collision with a rotary plate 11, while having its direction set as a horizontal one until the flow goes beyond a contamination diffusion prevention membrane 9. Thus, the contamination component 31 is sedimented near the construction sea area 7, suppressing the outflow of the contamination component to an area far from the construction sea area 7. The rotary plate 11 is completely opened for the flow directed inward from the outside of the construction sea area 7. This makes the rotary plate 11 hardly undergo the resistance of the flow. Consequently, the rotary plate 11 is pushed by the flow, so that the contamination diffusion prevention membrane 9 can be restrained from being curled up.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供结构简单的防止污染扩散的设备,其可以根据水流和施工作业的条件适当地促进污染成分的沉降,以及防止扩散的方法 污染。 解决方案:包含从建筑海域7向外的污染组分31的流动方向在与旋转板11碰撞时改变为垂直方向,同时其方向设置为水平方向,直到流动 超过污染扩散防止膜9.因此,污染成分31在建筑海域7附近沉降,抑制污染成分向远离建筑海域7的区域流出。旋转板11完全打开 从建筑海域7的外部向内流动。这使得旋转板11几乎不受到流动阻力的影响。 因此,旋转板11被流动推动,从而可以抑制污染扩散防止膜9卷曲。 版权所有(C)2010,JPO&INPIT
    • 4. 发明专利
    • Pollution dispersion preventive device, and pollution dispersion preventive method
    • 污染分散预防装置和污染物分散预防方法
    • JP2010031606A
    • 2010-02-12
    • JP2008197416
    • 2008-07-31
    • Kajima Corp鹿島建設株式会社
    • AKIYAMA SHINGOTANAKA MASAHIROLIN BOON KENSHINPO HIROMIIWAMURA HIDEYOAMANO KEIICHIROSHIRAISHI YASUNOBUHATA TERUMICHIAOYANAGI TAKAYOSHI
    • E02B15/00
    • PROBLEM TO BE SOLVED: To provide a pollution dispersion preventive device having a simple structure, by which outflow of pollution components are properly prevented without disturbing dredging work etc., as well as to provide a pollution dispersion preventive method.
      SOLUTION: By operating a submersible pump 21, the water near a bottom part and a corner part of a construction water area 7 is pumped up, and the water can be discharged on a filter 17. Turbid components 23 generated by construction work etc. deposit near the sea bed 13 in the construction water area 7. When the amount of deposit of the turbid components 23 in an end part of the construction water area 7 increases in particular, the turbid components 23 can flow out of the construction water area 7 under the influence of the ocean current etc. The turbid components on the bottom part of the construction water area 7 and near a pollution dispersion preventive film 9 are pumped up with a water-collection device, and are filtered with the filter 17 to efficiently remove the turbid components 23.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 解决问题:提供一种结构简单的污染物分散防止装置,能够适当地防止污染成分的流出而不干扰疏浚工作等,并且提供污染物分散防止方法。 解决方案:通过操作潜水泵21,靠近底部附近的水和建筑用水区域7的角部被泵送,并且水可以在过滤器17上排出。由施工工作产生的混浊部件23 在施工用水区域7中靠近海床13附近沉积。当建筑用水区域7的端部中的混浊部件23的沉积量特别增加时,混浊部件23可以流出施工用水 区域7在海洋电流的影响下等。施工用水区域7底部附近的污物分散防止膜9附近的浑浊成分用吸水装置泵送,并用过滤器17过滤至 有效去除浑浊成分23.版权所有(C)2010,JPO&INPIT
    • 5. 发明专利
    • Pollution diffusion preventive device
    • 污染扩散预防装置
    • JP2010001724A
    • 2010-01-07
    • JP2008275372
    • 2008-10-27
    • Kajima Corp鹿島建設株式会社
    • AMANO KEIICHIROTANAKA MASAHIROLIN BOON KENSHINPO HIROMIAOYANAGI TAKAYOSHIHATA TERUMICHISHIRAISHI YASUNOBUAKIYAMA SHINGOIWAMURA HIDEYO
    • E02B15/00
    • PROBLEM TO BE SOLVED: To provide a pollution diffusion preventive device which can surely prevent diffusion of pollution caused by offshore construction work, without allowing the pollution to leake out of the construction sea area even where there is a water current, and can follow changes in tidal level.
      SOLUTION: A pollution diffusion preventive film 9c is arranged outside another pollution diffusion preventive film 9b. An unmoving chain 13 is arranged on the whole periphery of the end part of a pollution diffusion preventive film 9c. A movable chain 15a is arranged at a substantially middle part of the pollution diffusion preventive film 9c. When a construction work accompanied by dredging work etc. is performed in the construction sea area 7, turbid components are stirred up in the sea, and the movable chains 15a, 15b are easily wound up as they are lightweight. Small particle turbid components 25 expand the pollution diffusion preventive film 9c outward to form a space (a buffer 27) confining the small particle turbid components 25.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种可以确保防止海上施工工作造成的污染扩散的污染扩散防止装置,即使在有水流的情况下也不会使污染物从建设海域泄漏出来,并且可以 跟随潮汐水位的变化。 解决方案:污染扩散防止膜9c布置在另一个污染扩散防止膜9b的外侧。 在污染扩散防止膜9c的端部的整个周边配置有不动臂13。 可动链条15a布置在污染扩散防止膜9c的大致中间部分。 当在施工海域7中进行伴随着疏浚工作的施工工作时,浑浊的部件在海中被搅动,并且可动链条15a,15b容易地轻轻地卷起。 小颗粒混浊组分25将污染扩散防止膜9c向外扩展以形成限制小颗粒混浊组分25的空间(缓冲液27)。版权所有(C)2010,JPO&INPIT
    • 6. 发明专利
    • Method and structure for suppressing surfacing of turbidity
    • 抑制表面膨胀的方法和结构
    • JP2009293211A
    • 2009-12-17
    • JP2008145575
    • 2008-06-03
    • Kajima Corp鹿島建設株式会社
    • LIN BOON KENSHIRAISHI YASUNOBUSHINPO HIROMITANAKA MASAHIROHATA TERUMICHIIWAMURA HIDEYOAMANO KEIICHIROAOYANAGI TAKAYOSHIAKIYAMA SHINGO
    • E02F3/88E02B15/00
    • PROBLEM TO BE SOLVED: To provide a method and a structure for suppressing the surfacing of turbidity, which can prevent the diffusion of the turbidity to areas outside the region of work waters, without imposing a load on a surrounding environment, when a gap is made between the bottom of the water and a membrane material installed for the prevention of the diffusion of the turbidity.
      SOLUTION: In the structure A for suppressing the surfacing of the turbidity, a pollution prevention frame 11 for surrounding a turbidity producing source is installed in such a manner that a gap 35 is made between the bottom 3 of the water and the pollution prevention frame. A natural gas vaporizer 7 for taking in the water 1 from an intake 15 and cooling it is installed in a work barge 5. In addition, a drain pipe 17 for transporting the cooled water to a discharge port 21, arranged near a lower end of the pollution prevention frame 11, from the natural gas vaporizer 7 is provided. In the structure A for suppressing the surfacing of the turbidity, the water cooled by the natural gas vaporizer 7 is discharged from the discharged port 21, so that the temperature of bottom water on the periphery of the pollution prevention frame 11 can be decreased for the suppression of the surfacing of the bottom water, containing a turbidity component, outside the pollution prevention frame 11.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种抑制浊度表面的方法和结构,其可以防止浊度扩散到工作水域以外的区域,而不会对周围环境造成负担,当 在水的底部和安装用于防止浊度扩散的膜材料之间形成间隙。 解决方案:在用于抑制浊度表面的结构A中,围绕浊度产生源的防污染框架11以在水的底部3和污染物之间形成间隙35的方式安装 预防框架。 用于从进气口15吸入水1并进行冷却的天然气体蒸发器7安装在工作驳船5中。另外,排水管17用于将冷却水输送到排出口21, 提供了来自天然气蒸发器7的防污染框架11。 在用于抑制浊度表面的结构A中,由天然气蒸发器7冷却的水从排出口21排出,从而可以减少防污染框架11周围的底部水的温度 抑制底部水的表面,含有浊度成分,防止污染框架11.版权所有(C)2010年,JPO&INPIT
    • 7. 发明专利
    • Earthquake-tidal wave countermeasure structure of structural body
    • 结构体的地震波量测结构
    • JP2008231768A
    • 2008-10-02
    • JP2007072590
    • 2007-03-20
    • Kajima Corp鹿島建設株式会社
    • INAGAKI SATOSHIIKETANI TAKESHINAGATOMI MASASHITAKEUCHI SATOSHIHATA TERUMICHIYAMANOBE SHINICHIAMANO KEIICHIROFUKUYAMA TAKAKO
    • E02D27/38
    • PROBLEM TO BE SOLVED: To provide an earthquake-tidal wave countermeasure structure of a structural body, capable of preventing liquefaction of the ground of the structural body by an earthquake and a tidal wave, a collision with the other structural body of the structural body, a collision with the structural body of a drift object, and sloshing of liquid in the structural body.
      SOLUTION: A plurality of sheet piles 5 and steel pipe sheet piles are driven in the ground 2 around a tank 3, and an end part of the steel pipe sheet piles is exposed on the ground. In an earthquake, the sheet piles 5 and the steel pipe sheet piles prevent the liquefaction of the ground. Since rigidity of the steel pipe sheet piles is larger than a steel sheet pile, vibration of a natural period of vibration of liquid in the tank 3 is reduced, and the sloshing of the liquid can be relieved. Even when the tank 3 drifts by the tidal wave, the tank contacts with a part exposed on the ground of the steel pipe sheet piles, and the movement of the tank 3 is checked. Even if the drift object flows in, since the drift object collides with the part exposed on the ground of the steel pipe sheet piles, the drift object can be prevented from colliding with the tank 3.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了提供结构体的抗潮波对策结构,能够防止由于地震和潮汐而使结构体的地面液化,与其他结构体的碰撞 结构体,与漂移物体的结构体的碰撞,以及液体在结构体中晃动。 解决方案:多个板桩5和钢管板桩在地面2中围绕罐3被驱动,并且钢管板桩的端部暴露在地面上。 在地震中,板桩5和钢管桩桩防止地面液化。 由于钢管板桩的刚性大于钢板桩,因此罐3内的液体的自然振动周期的振动减轻,液体的晃动可以减轻。 即使水箱3由于潮汐波动,油箱与暴露在钢管板桩的地面上的部分接触,也检查油箱3的移动。 即使漂移对象流入,由于漂移物体与暴露在钢管桩桩的地面上的部分碰撞,因此可以防止漂移物体与罐体3碰撞。版权所有(C)2009, JPO&INPIT