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91. 发明授权

US06719487B2 Structural unit for construction, construction of said structural units, and method for the preparation of said structural units and said construction 失效
标题翻译：所述结构单元的结构单元，所述结构单元的构造，以及所述结构单元和所述结构的制备方法
公开(公告)号：US06719487B2
公开(公告)日：2004-04-13
申请号：US10014819
申请日：2001-12-14
申请人： Isao Yukimoto , Kiyonori Hasegawa
发明人： Isao Yukimoto , Kiyonori Hasegawa
IPC分类号： E02B312
CPC分类号： E02D29/0283 , E02B3/12 , E02B3/14 , E02D29/0241
摘要： The structuring unit is composed of a wall surface member for the construction with a mounting cavity formed therein, such as a stone, and an anchor mounted on the wall surface member for the construction through the mounting cavity thereof. The anchor is provided with a resistance-increasing member at the opposite side thereof. The anchor is composed of a linear member extending over the full length of the anchor, a protective layer for protecting the linear member from physical damages, and a flexible layer for preventing water or the like from penetrating into a gap between the linear member and the protective layer. The construction such as a revetment or the like is built by laying plural rows of the structural units over one another and embedding the plural rows of the structural units with filling materials.
摘要翻译：结构单元由用于其中形成有诸如石头的安装空腔的结构的壁面构件和安装在壁表面构件上的锚固件构成，用于通过其安装空腔进行构造。锚固体在其相对侧设置有电阻增加构件。该锚固件由在锚固体的整个长度上延伸的线性构件，用于保护线性构件免于物理损坏的保护层，以及用于防止水等渗透到线性构件和线性构件之间的间隙中的柔性层保护层。通过将多排结构单元彼此铺设并且用填充材料嵌入多排结构单元来构建护岸等构造。

92. 发明申请

US20040052589A1 Pre-stressed modular retaining wall system and method 失效
标题翻译：预应力模块化挡土墙系统及方法
公开(公告)号：US20040052589A1
公开(公告)日：2004-03-18
申请号：US10662528
申请日：2003-09-16
发明人： Cyrrus G. Lewis
IPC分类号： E02D029/00
CPC分类号： E02D29/025 , E02D29/0216 , E02D29/0266 , E02D29/0283
摘要： The present invention relates to a system and method for constructing a pre-stressed modular construction for supporting or retaining an applied load. In particular, the present invention relates to a system and method for pre-stressed modular retaining walls. The system comprises a plurality of header stacks constructed from a variety of header units. The header stacks are coupled by structural members. Active reinforcement elements are used to induce a pre-stressing force into the header stacks to support or retain the applied load. A method for constructing the modular construction is provided.
摘要翻译：本发明涉及一种构造用于支撑或保持施加的载荷的预应力模块结构的系统和方法。特别地，本发明涉及一种预应力模块化挡土墙的系统和方法。该系统包括由各种报头单元构成的多个报头堆叠。标题堆叠由结构构件耦合。活动的增强元件用于将预应力引导到集管叠层中以支撑或保持施加的载荷。提供了一种构造模块化结构的方法。

93. 发明授权

US06632048B2 Masonry retainer wall system and method 有权
标题翻译：砖石保持墙系统及方法
公开(公告)号：US06632048B2
公开(公告)日：2003-10-14
申请号：US10005527
申请日：2001-12-03
申请人： Harold H. Greenberg
发明人： Harold H. Greenberg
IPC分类号： E02D530
CPC分类号： E02D29/0283
摘要： A retaining wall, supported by a footer, foundation or conventional retaining wall, includes a plurality of post-tensioning rods anchored in the underlying support and extending through the cells of blocks forming the courses of the retaining wall. An elongated apertured plate or a plurality of individual plates rest upon the next to last course to penetrably receive the threaded ends of each of the rods. Nuts engage the threaded ends of the rods to draw the rods to the plate and place them in tension. The top course rests upon the plate or plates and may be constructed as a bond beam. The rods extending from the support may be located adjacent the said side of the retaining wall and bent away therefrom to penetrate the plate or plates at the lateral midpoint of the plate or plates and thereafter extend essentially vertically upwardly. To add an extended wall supported on the bond beam, couplings may be threadedly engaged with the rod ends. Further rods threadedly engage the couplings and extend upwardly. The courses of the extended wall are penetrably engaged with the further rods. An apertured plate or plates rest upon a course to receive the upper threaded ends of the further rods. Nuts engaging the upper ends of the further rods draw the further rods toward the plate or plates to place the further rods in tension. Additional courses or cap blocks may be placed upon the course supporting the plate or plates in the extended wall.
摘要翻译：保持墙由支脚，基座或常规挡土墙支撑，包括锚固在下面的支撑件中的多个后张紧杆，并且延伸通过形成挡土墙的坡道的块的单元。细长的有孔板或多个单独的板搁置在最后的过程之后，以可穿透地容纳每个杆的螺纹端部。螺母与杆的螺纹端接合以将杆拉到板上并将它们放置在张力中。顶部的过程放在板或板上，并且可以被构造成粘合梁。从支撑件延伸的杆可以位于保持壁的所述侧面附近并且被弯曲从而在板或板的横向中点处穿过板或板，然后基本上垂直向上延伸。为了添加支撑在接合梁上的延伸壁，联接器可以与杆端螺纹接合。另外的杆螺纹地接合联轴器并向上延伸。延伸壁的路线可以与另外的杆穿透。一个有孔的板或板搁在一个路线上以接收另外的杆的上部螺纹端。接合另外的杆的上端的螺母将另外的杆拉向板或板以将另外的杆放置在张力中。额外的课程或帽块可以放置在支撑延伸墙中的板或板的过程上。

94. 发明申请

US20030070386A1 Building block 审中-公开
标题翻译：积木
公开(公告)号：US20030070386A1
公开(公告)日：2003-04-17
申请号：US09978609
申请日：2001-10-16
发明人： Robert D. Hampton
IPC分类号： E04B001/02 , E04C003/30 , E04C002/04 , E04B005/04
CPC分类号： E02D29/025 , B28B7/0044 , B28B7/183 , B28B7/36 , E02D29/0283 , E04B2002/0263 , E04C1/395
摘要： A block has a finished surface that provides an attractive appearance. The block is relatively large in size, allowing the quick construction of a wall, such as a retaining wall, using the block. The block includes one or more lift devices embedded in the block that allow the block to be lifted using a suitable lifting apparatus, such as a crane, forklift, backhoe, etc. The block includes multiple retaining knobs that protrude from the lower surface of the block and help to align a block with previously-laid blocks underneath. The block includes multiple voids that extend from the top surface to the bottom surface of the block, and that align with each other when the blocks are stacked into a wall, thereby allowing fill material to be placed in the voids to strengthen the wall. The block is constructed using a block forming apparatus that includes one or more form panels that each have multiple form liners to provide a textured surface of the block. Each form panel may be pivoted away from a bottom surface of the block forming apparatus for easy removal of the block and for easy changing of the panels to fabricate blocks with different characteristics using the same block forming apparatus. The preferred embodiments also include methods for doing business, including the selling, leasing, and purchasing of the block forming apparatus for on-site fabrication of blocks.
摘要翻译：一个块有一个完美的表面，提供了一个有吸引力的外观。该块的尺寸相对较大，允许使用块快速构造诸如挡土墙的墙壁。该块包括嵌入块中的一个或多个提升装置，其允许使用合适的提升装置（例如起重机，叉车，反铲铲斗等）来提升块。该块包括多个保持把手，其从下表面突出阻止并帮助将块与之前铺设的块对齐。该块包括从块的顶表面延伸到底表面的多个空隙，并且当块被堆叠成壁时彼此对准，从而允许将填充材料放置在空隙中以加强壁。该块使用块形成装置构造，该块形成装置包括一个或多个模板，每个模板都具有多个模板衬垫以提供模块的纹理表面。每个成形板可以从块形成装置的底表面枢转，以便容易地移除块体，并且使用相同的块形成装置容易地改变板材以制造具有不同特征的块体。优选实施例还包括进行业务的方法，包括销售，租赁和购买用于块的现场制造的块形成装置。

95. 发明申请

US20030009970A1 Multi-channel retaining wall block and system 失效
标题翻译：多通道挡土墙和系统
公开(公告)号：US20030009970A1
公开(公告)日：2003-01-16
申请号：US09904038
申请日：2001-07-12
发明人： Robert A. MacDonald , Robert J. Race
IPC分类号： E04C001/00 , E02D029/00
CPC分类号： E02D29/0283 , E02D29/0241
摘要： A retaining wall block system having multiple sizes and shapes of blocks with differently dimensioned, interchangeable front and back faces. The blocks are used to construct an irregularly textured wall having a weathered, natural appearance. Multiple channels in the lower face of the block are used to engage pins in pin-receiving apertures to form an attachment system. Horizontal reinforcing members are also used in the channels and vertical reinforcing members are used in cores of adjacent blocks for reinforcing a wall. Reinforcing geosynthetic materials can also be firmly held in a wall by means of the pins or by connectors adapted to fit in the block channels.
摘要翻译：一种挡土墙系统，具有多个尺寸和形状的块，具有不同尺寸的可互换的前表面和后表面。这些块用于构造具有风化的自然外观的不规则纹理的壁。块的下表面中的多个通道用于接合销接收孔中的销钉以形成附接系统。水平加强构件也用于通道中，垂直加强构件用于相邻砖块的芯中以加强墙壁。加强土工合成材料也可以通过销或通过适于嵌入块通道的连接器牢固地保持在壁中。

96. 发明授权

US4653962A Retaining wall construction and method of manufacture 失效
标题翻译：挡墙施工及其制造方法
公开(公告)号：US4653962A
公开(公告)日：1987-03-31
申请号：US788327
申请日：1985-10-17
申请人： David P. McKittrick , Thomas C. Neel , John M. Carey
发明人： David P. McKittrick , Thomas C. Neel , John M. Carey
IPC分类号： E02D5/20 , E02D29/02 , E02D29/00
CPC分类号： E02D5/20 , E02D29/0283
摘要： An improved anchor wall includes a series of vertical caissons cast in place along a line defining the boundary of the wall. Soil is executed from one side of the line and anchor rods are used to attach the caissons to the remaining soil. Discrete panels are then stacked one upon the other and attached by a reinforced concrete rib to the vertical caissons.
摘要翻译：改进的锚墙包括沿着限定壁边界的线浇注的一系列垂直沉箱。土壤从管线的一侧执行，锚杆用于将沉箱附着在剩余的土壤上。然后将离散的面板彼此堆叠并通过钢筋混凝土肋条连接到垂直沉箱。

97. 发明授权

US4594825A Cantilevered support member and foundation unit 失效
标题翻译：悬臂支撑构件和基础单元
公开(公告)号：US4594825A
公开(公告)日：1986-06-17
申请号：US695165
申请日：1985-01-25
申请人： Guy M. Lamarca
发明人： Guy M. Lamarca
IPC分类号： E02D27/48 , E02D29/02 , E02D27/00
CPC分类号： E02D29/0283 , E02D27/48
摘要： A cantilevered wall and foundation unit particularly useful for supporting a building constructed on a hillside includes cantilevered side walls and an inclined rear wall. The cantilevered side walls include a support section and a cantilevered section. The foundation unit can be constructed in place or, in part, at a location remote from the excavation area. The rear wall can be planar, can include a section having the shape of a portion of a sphere, or can include a series of steps. The sidewall can be used to underpin an existing structure.
摘要翻译：特别用于支撑在山坡上建造的建筑物的悬臂墙和基础单元包括悬臂侧壁和倾斜后壁。悬臂侧壁包括支撑部分和悬臂部分。基础单元可以构建在适当位置，或者部分地构建在远离挖掘区域的位置。后壁可以是平面的，可以包括具有球体的一部分的形状的部分，或者可以包括一系列步骤。侧壁可用于支撑现有结构。

98. 发明授权

US4440527A Marine structure 失效
标题翻译：海洋结构
公开(公告)号：US4440527A
公开(公告)日：1984-04-03
申请号：US304625
申请日：1981-09-22
申请人： Henri C. Vidal
发明人： Henri C. Vidal
IPC分类号： E02D17/18 , E02B3/06 , E02D29/02 , E02D29/09
CPC分类号： E02D29/06 , E02B3/066 , E02D29/0283
摘要： An internally stabilized earth wall is disclosed along with facing elements suitable for construction of that wall in a wet marine environment. The wall elements include footer panels and wall panels, each of which is provided with a pivotally attached planar array of reinforcing members. 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 are suspended and properly positioned by a stationary crane while crushed stone 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 of a course into position on top of the associated footer panel and backfilling the wall panel by depositing a layer of particulate material subsequently lowering at least one array of reinforcing members 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 is integrally cast in place.
摘要翻译：公开了一种内部稳定的接地壁以及适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成在垂直平面中降低到基本上水平的姿势，位于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再填充壁板来竖立墙壁，随后降低至少一个加强构件阵列并重复直到最后一层加强构件的那些步骤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。

99. 发明授权

US4211504A High strength corrugated metal plate and method of fabricating same 失效
公开(公告)号：US4211504A
公开(公告)日：1980-07-08
申请号：US900383
申请日：1978-04-26
申请人： Eugene W. Sivachenko
发明人： Eugene W. Sivachenko
IPC分类号： E01D19/12 , E02D5/04 , E02D29/02 , E04B1/08 , E04B1/32 , E04B2/56 , E04C2/32 , F16S1/06 , E02D5/00
CPC分类号： E04C2/32 , E01D19/125 , E02D29/0283 , E02D5/04 , E04B1/08 , E04B2/56 , E01D2101/30 , E04B2001/3217 , E04B2001/3252 , E04B2001/3276
摘要： Corrugated steel plate is formed from a flat plate stock and has a length of at least about 12 feet, a corrugation pitch of at least about 12 inches, and a corrugation depth of at least four inches. The plate has thicknesses of up to 1/2 inch and more. Also disclosed are structures such as tunnel-type, heavy load-supporting structures defined by upright and horizontal structure portions which extend over no more than about 180.degree. while being capable of supporting up to 40 feet of ground fill and payload thereon. The corrugated plate can be used singly or as double, spaced-apart plate assemblies which are hollow or filled with concrete or a like material, including steel reinforcing bars for the concrete. The corrugated plate can also be formed into vertical, sectional retaining walls, bin type retaining walls, bridge abuttment walls, flat support surfaces such as bridge decking, open air structures, guard rails, sheet piling, etc.

100. 发明授权

US3247673A Laminated retaining wall and method of constructing same 失效
标题翻译：层压挡土墙及其构造方法
公开(公告)号：US3247673A
公开(公告)日：1966-04-26
申请号：US11522961
申请日：1961-06-06
申请人： NAT GYPSUM CO
发明人： SCHNELLER JOSEPH W
IPC分类号： E02D29/02
CPC分类号： E02D29/0283 , E02D29/02

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