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    • 1. 发明公开
    • Bridge abutment
    • 桥台。
    • EP0113543A1
    • 1984-07-18
    • EP83307422.2
    • 1983-12-06
    • Vidal, Henri C.
    • Vidal, Henri C.
    • E01D19/02E02D29/02
    • E02D29/0241E01D19/02
    • The invention provides a stabilised earth bridge abutment comprising a compacted earth mass (7) containing reinforcing members (8) therein to stabilise the mass (7), there being provided, in contact with said mass (7) and close to a substantially vertical surface (5) thereof, support means (2) which bear the vertical load of the deck (9) of the bridge while substantially all horizontal forces are absorbed by the stabilised earth mass (7).
      In the method of constructing the stabilised earth bridge abutment on earth mass (7) is built up from successive layers of earth and reinforcing elements (8) and facing elements (5) are attached to the ends of the reinforcing elements (8) to provide a substantially vertical face (5), vertical spaces being provided close to said vertical face for subsequent introduction of support means (2) to carry the deck (9) of the bridge, and after the earth mass (7) has been built and deformation of the earth mass (7) due to its own weight has taken place, support means (2) are introduced into said spaces.
    • 2. 发明公开
    • Marine structure
    • Meeresbauwerk。
    • EP0075487A2
    • 1983-03-30
    • EP82304998.6
    • 1982-09-22
    • Vidal, Henri C.
    • Vidal, Henri C.
    • E02B3/06E02D29/02E02D29/06
    • E02D29/06E02B3/066E02D29/0283
    • An internally stabilized earth wall is disclosed along with facing elements (24, 30) suitable for construction of that wall in a wet marine environment. The wall elements include footer panels (30) and wall panels (24), each of which is provided with a pivotally attached planar array of reinforcing members (44). The reinforcing members are hingedly mounted so as to be lowered in a vertical plane to a substantially horizontal posture on top of a lift of particulate material. According to the method, the footer panels (30) are suspended and properly positioned by a stationary crane while crushed stone (40) is dumped into position beneath the footer so as to support it. With the footer in position, the wall is erected by guiding each wall panel (24) of a course into position on top of the associated footer panel (30) and backfilling the wall panel by depositing a layer of particulate material subsequently lowering at least one array of reinforcing members (44) and repeating those steps until the last layer of reinforcing members has been positioned on top of a lift of particulate material. When the top of the wall has attained the appropriate elevation above the water surface, a cap member (76) is integrally cast in place.
    • 公开了一种内部稳定的接地壁以及适用于在湿海洋环境中构造该壁的面向元件。 壁元件包括脚踏板和墙板,每个壁板设置有可枢转地附接的加强构件的平面阵列。 加强构件被铰接地安装,以在垂直平面中降低到基本上水平的姿势,在颗粒材料的提升的顶部。 根据该方法,脚踏板被固定式起重机悬挂并适当地定位,而碎石被倾倒到脚下的位置以便支撑它。 通过将页脚置于适当位置,通过将相应的脚踏板顶部的每个壁板引导到位置并且通过沉积一层颗粒材料来回填壁板来竖立墙壁,随后降低至少一个加强构件阵列并重复 这些步骤直到最后一层加强构件已经被定位在颗粒材料的升高之上。 当壁的顶部在水面上方达到适当的高度时,盖构件被整体铸造就位。
    • 6. 发明公开
    • Marine structure
    • 海洋结构
    • EP0075487A3
    • 1983-07-06
    • EP82304998
    • 1982-09-22
    • Vidal, Henri C.
    • Vidal, Henri C.
    • E02B03/06E02D29/02E02D29/06
    • E02D29/06E02B3/066E02D29/0283
    • An internally stabilized earth wall is disclosed along with facing elements (24, 30) suitable for construction of that wall in a wet marine environment. The wall elements include footer panels (30) and wall panels (24), each of which is provided with a pivotally attached planar array of reinforcing members (44). The reinforcing members are hingedly mounted so as to be lowered in a vertical plane to a substantially horizontal posture on top of a lift of particulate material. According to the method, the footer panels (30) are suspended and properly positioned by a stationary crane while crushed stone (40) is dumped into position beneath the footer so as to support it. With the footer in position, the wall is erected by guiding each wall panel (24) of a course into position on top of the associated footer panel (30) and backfilling the wall panel by depositing a layer of particulate material subsequently lowering at least one array of reinforcing members (44) and repeating those steps until the last layer of reinforcing members has been positioned on top of a lift of particulate material. When the top of the wall has attained the appropriate elevation above the water surface, a cap member (76) is integrally cast in place.
    • 公开了一种内部稳定的接地壁以及适用于在湿海洋环境中构造该壁的面向元件。 壁元件包括脚踏板和墙板,每个壁板设置有可枢转地附接的加强构件的平面阵列。 加强构件被铰接地安装,以在垂直平面中降低到基本上水平的姿势,在颗粒材料的提升的顶部。 根据该方法,脚踏板被固定式起重机悬挂并适当地定位,而碎石被倾倒到脚下的位置以便支撑它。 通过将页脚置于适当位置,通过将相应的脚踏板顶部的每个壁板引导到位置并且通过沉积一层颗粒材料来回填壁板来竖立墙壁,随后降低至少一个加强构件阵列并重复 这些步骤直到最后一层加强构件已经被定位在颗粒材料的升高之上。 当壁的顶部在水面上方达到适当的高度时,盖构件被整体铸造就位。
    • 7. 发明公开
    • Retaining wall and in situ method of construction
    • Stützmauerund Bauverfahren原位。
    • EP0070659A1
    • 1983-01-26
    • EP82303617.3
    • 1982-07-09
    • Vidal, Henri C.
    • Vidal, Henri C.
    • E02D29/02
    • E02D29/0233
    • A method is described of constructing an internally stabilized structure in situ which includes the steps of boring holes (34) into the face (40) of the earth mass (24) and positioning reinforcing members (30) in the bore holes. Sand or other particulate material is fed into the bore holes (34) to surround the reinforcing member (30) so as to transmit forces from the earth mass to the member (30). A tube (54) is assembled with each reinforcing member when it is inserted in the bore hole. Sand (36) is fed through the tube (54) to fill the bore hole (34) progressively from the inner end toward the face (40), as the tube (54) is progressively withdrawn from the bore hole (34). To protect the face (40), a covering such as grouting may be applied, or wall elements (28) may be connected to the ends of the reinforcing members (30).
    • 描述了一种构造内部稳定的原位结构的方法,其包括将孔(34)钻入地质(24)的面(40)中并将加强构件(30)定位在钻孔中的步骤。 沙子或其他颗粒材料被馈送到钻孔(34)中以围绕加强构件(30),以将力从地球物质传递到构件(30)。 当每个加强构件插入钻孔中时,组合有管(54)。 当管(54)逐渐从钻孔(34)中取出时,砂(36)被馈送通过管(54)以从内端朝向面(40)逐渐填充钻孔(34)。 为了保护面(40),可以施加诸如灌浆的覆盖物,或者壁元件(28)可以连接到加强构件(30)的端部。