A MORTARLESS WALL STRUCTURE
    1.
    发明申请
    A MORTARLESS WALL STRUCTURE 审中-公开
    无门墙结构

    公开(公告)号:WO2004085758A2

    公开(公告)日:2004-10-07

    申请号:PCT/US2004/009034

    申请日:2004-03-24

    Inventor: PRICE, Raymond

    IPC: E04C

    Abstract: A mortarless wall structure (10) comprising a plurality of preformed, stackable blocks (12, 112, 160, 312) with the blocks operatively connected to each other by a plurality of elongated, vertically oriented, support beams (16, 116, 270, 287). The blocks may include one or more channels (140, 142a, 142b, and 144) that are configured and arranged to intercept moisture traversing from the front surface (120) toward the rear face (122) of the block, and to direct the moisture in a predetermined direction that does not intersect the rear face. The wall (10) may be freestanding or operatively connected to a suitable support structure by one or more brackets (18, 19, 200, 230). When used in conjunction with a support structure, the wall may be provided with a sealing element (250) that prevents moisture and debris from being introduced between the wall and the support structure.

    Abstract translation: 一种无砂浆壁结构(10),包括多个预成型的可堆叠块(12,112,160,312),其中所述块通过多个细长的垂直取向的支撑梁(16,116,270,312)彼此操作地连接, 287)。 块可以包括一个或多个通道(140,142a,142b和144),其被配置和布置成拦截从前表面(120)朝向块的后表面(122)横移的水分,并且引导水分 在不与后面相交的预定方向上。 壁(10)可以通过一个或多个支架(18,19,2200,230)独立地或可操作地连接到合适的支撑结构。 当与支撑结构一起使用时,壁可以设置有密封元件(250),其防止水分和碎屑被引入壁和支撑结构之间。

    RETAINING WALL SYSTEMS AND METHODS OF CONSTRUCTING SAME
    2.
    发明申请
    RETAINING WALL SYSTEMS AND METHODS OF CONSTRUCTING SAME 审中-公开
    保持墙系统及其构造方法

    公开(公告)号:WO2012016246A1

    公开(公告)日:2012-02-02

    申请号:PCT/US2011/046163

    申请日:2011-08-01

    Inventor: ALFREDS, Kim, L.

    Abstract: Retaining wall systems and methods of making retaining wall systems are disclosed. In one embodiment, the retaining wall system includes a first horizontally-extending course of sand/soil bags and a second horizontally-extending course of sand/soil bags positioned vertically adjacent to the first course of sand/soil bags, with an interconnecting member that attaches the first course of sand/soil bags to the second course of sand/soil bags. The interconnecting member has an upper side and a lower side, wherein at least one of the upper side and the lower side has a first projection that includes a notch therein to engage geogrid.

    Abstract translation: 公开了挡土墙系统和制作挡土墙系统的方法。 在一个实施例中,挡土墙系统包括第一横向延伸的砂土/土壤袋的过程以及与第一道次的沙/土袋垂直相邻的第二水平延伸的沙/土袋的过程,其中互连构件 将第一道沙/土袋装入第二道沙土袋。 互连构件具有上侧和下侧,其中上侧和下侧中的至少一个具有包括其中的凹口以接合土工格栅的第一突起。

    A MORTARLESS WALL STRUCTURE
    3.
    发明申请
    A MORTARLESS WALL STRUCTURE 审中-公开
    无门墙结构

    公开(公告)号:WO2004085758A3

    公开(公告)日:2007-06-14

    申请号:PCT/US2004009034

    申请日:2004-03-24

    Inventor: PRICE RAYMOND

    Abstract: A mortarless wall structure (10) comprising a plurality of preformed, stackable blocks (12, 112, 160, 312) with the blocks operatively connected to each other by a plurality of elongated, vertically oriented, support beams (16, 116, 270, 287). The blocks may include one or more channels (140, 142a, 142b, and 144) that are configured and arranged to intercept moisture traversing from the front surface (120) toward the rear face (122) of the block, and to direct the moisture in a predetermined direction that does not intersect the rear face. The wall (10) may be freestanding or operatively connected to a suitable support structure by one or more brackets (18, 19, 200, 230). When used in conjunction with a support structure, the wall may be provided with a sealing element (250) that prevents moisture and debris from being introduced between the wall and the support structure.

    Abstract translation: 一种无砂浆壁结构(10),包括多个预成型的可堆叠块(12,112,160,312),其中所述块通过多个细长的垂直取向的支撑梁(16,116,270,312)彼此操作地连接, 287)。 块可以包括一个或多个通道(140,142a,142b和144),其被配置和布置成拦截从前表面(120)朝向块的后表面(122)横移的水分,并且引导水分 在不与后面相交的预定方向上。 壁(10)可以通过一个或多个支架(18,19,2200,230)独立地或可操作地连接到合适的支撑结构。 当与支撑结构一起使用时,壁可以设置有密封元件(250),其防止水分和碎屑被引入壁和支撑结构之间。

    MULTI-CHANNEL RETAINING WALL BLOCK AND SYSTEM
    4.
    发明申请
    MULTI-CHANNEL RETAINING WALL BLOCK AND SYSTEM 审中-公开
    多通道保持墙块和系统

    公开(公告)号:WO2003006749A2

    公开(公告)日:2003-01-23

    申请号:PCT/US2002/022527

    申请日:2002-07-11

    IPC: E02D

    CPC classification number: E02D29/0283 E02D29/0241

    Abstract: 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.

    Abstract translation: 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。

    STABILIZING ELEMENTS FOR MECHANICALLY STABILIZED EARTHEN STRUCTURE AND MECHANICALLY STABILIZED EARTHEN STRUCTURE
    5.
    发明申请
    STABILIZING ELEMENTS FOR MECHANICALLY STABILIZED EARTHEN STRUCTURE AND MECHANICALLY STABILIZED EARTHEN STRUCTURE 审中-公开
    用于机械稳定的接地结构和机械稳定的接地结构的稳定元件

    公开(公告)号:WO99035343A1

    公开(公告)日:1999-07-15

    申请号:PCT/IB1999/000066

    申请日:1999-01-06

    Abstract: A modular block wall includes dry cast, unreinforced modular wall blocks (40) with anchor type, or frictional type or composite type soil stabilizing elements (42) recessed therein and attached thereto by vertical rods (46) which also connect the blocks (40) together. The soil stabilizing elements (42) are positioned in counterbores or slots in the blocks (40) and project into the compacted soil (48) behind the courses of modular wall blocks (40). Alternative stabilizing element designs may be used with the modular wall blocks (40) and other types of facing elements in a mechanically stabilized earth structure.

    Abstract translation: 模块化挡墙包括具有锚固类型的干式铸造,未增强的模块化壁块(40)或凹入其中的摩擦类型或复合型土壤稳定元件(42),并通过垂直杆(46)连接,所述垂直杆(46)也连接块(40) 一起。 土壤稳定元件(42)定位在块体(40)中的沉孔或狭槽中,并且突出到模块化墙体(40)的路线后面的压实土壤(48)中。 替代的稳定元件设计可以与机械稳定的接地结构中的模块化壁块(40)和其它类型的面对元件一起使用。

    SECURITY BARRIER
    6.
    发明申请
    SECURITY BARRIER 审中-公开
    安全障碍

    公开(公告)号:WO2008020247A1

    公开(公告)日:2008-02-21

    申请号:PCT/GB2007/050450

    申请日:2007-07-26

    Inventor: HESELDEN, James

    Abstract: The present invention relates to a security barrier (1) for deployment in crowd control and/or containment, the security barrier being capable of adopting at least two configurations. In a first configuration the security barrier is erected for deployment and comprises a compartment bounded at its front by a front panel (5, 6, 7) for providing a barricade, at its rear by a rear panel (12, 13, 14) of lower height than the front panel, at its sides by respective side panels (8, 9, 10, 11) pivotally connecting the rear and front panels, and at its bottom by a bottom panel (15, 16, 17) connected at least two of the front panel, the rear panel, and the respective side panels. In its second configuration the security barrier is collapsed for storage and/or transportation.

    Abstract translation: 本发明涉及一种用于部署在人群控制和/或收容中的安全屏障(1),该安全屏障能够采用至少两种配置。 在第一配置中,安全屏障竖立用于部署,并且包括在其前部由前面板(5,6,7)限定的隔间,用于在其后部由后面板(12,13,14)提供路障 与前面板的高度相比,其侧面由相应​​的侧面板(8,9,10,11)枢转地连接后面板和前面板,并且在其底部由底板(15,16,17)连接,至少两个 的前面板,后面板和相应的侧面板。 在其第二个配置中,安全屏障被折叠用于存储和/或运输。

    REINFORCED RETAINING WALL AND METHOD OF CONSTRUCTION
    7.
    发明申请
    REINFORCED RETAINING WALL AND METHOD OF CONSTRUCTION 审中-公开
    加固保持墙及其施工方法

    公开(公告)号:WO2005100700A1

    公开(公告)日:2005-10-27

    申请号:PCT/US2005/008744

    申请日:2005-03-15

    CPC classification number: E02D29/0283 E02D29/0225 E02D29/025

    Abstract: The present disclosure concerns methods for constructing a dry-stacked retaining wall that is reinforced to increase the sliding resistance of the wall. In particular embodiments, a concrete footing or base is formed in trench below the lowermost course of retaining wall blocks and extends upwardly into voids in the lowermost course of the wall. The voids can be, for example, chambers or openings defined between adjacent blocks or vertically extending cores formed in the blocks.

    Abstract translation: 本公开涉及用于构造被加强以增加壁的滑动阻力的干堆叠挡土墙的方法。 在具体实施例中,混凝土基部或底部形成在保持壁块的最下面的沟槽下方的沟槽中,并且向上延伸到壁的最下面的过程中的空隙中。 空隙可以是例如在相邻块之间限定的室或开口或形成在块中的垂直延伸的芯。

    BUILDING BLOCK, SYSTEM AND METHOD
    8.
    发明申请
    BUILDING BLOCK, SYSTEM AND METHOD 审中-公开
    建筑块,系统和方法

    公开(公告)号:WO2004076759A2

    公开(公告)日:2004-09-10

    申请号:PCT/US2004/005576

    申请日:2004-02-25

    IPC: E04B

    Abstract: 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 and alignement devices 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 one or more recessed portions in the bottom surface of the block positioned to receive the protruding lift and alignement device of a previously-laid block underneath, thereby helping to align the block with the previously-laid block. The block includes one or more 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 preferred embodiments also include a wall system with various different blocks that may be used to built a wall.

    Abstract translation: 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。 该块包括块中的一个或多个提升和对准装置,其允许使用诸如起重机,铲车,反铲等的合适的提升装置来提升块。该块包括在底部表面中的一个或多个凹部 所述块被定位成接收在其下方的先前铺设的块的突出的提升和对准装置,从而有助于将块与先前铺设的块对准。 该块包括从块的顶表面延伸到底表面的一个或多个空隙,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 。 优选实施例还包括具有可用于构建墙壁的各种不同块的墙系统。

    PRE-STRESSED MODULAR RETAINING WALL SYSTEM AND METHOD
    9.
    发明申请
    PRE-STRESSED MODULAR RETAINING WALL SYSTEM AND METHOD 审中-公开
    预成型模块支撑壁系统及其方法

    公开(公告)号:WO01049943A2

    公开(公告)日:2001-07-12

    申请号:PCT/IB2000/001891

    申请日:2000-12-15

    CPC classification number: E02D29/025 E02D29/0216 E02D29/0266 E02D29/0283

    Abstract: 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 (101) constructed from a variety of header units (110). The header stacks are coupled by structural members (130). Active reinforcement elements (115) 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.

    Abstract translation: 用于制造预应力模块化结构构件的系统和方法技术领域本发明涉及一种用于制造适于支撑或保持施加载荷的预应力模块化结构构件的系统和方法。 尤其涉及制造预应力模块化挡土墙的系统和方法。 该系统包括由各种头部构件(110)构成的多个头部叠层(101)。 集管堆由结构构件(130)连接。 主动电枢元件(115)用于在集管堆中引起预应力以支撑或保持所施加的载荷。 本发明还涉及一种生产模块化结构的方法。

    LOW ELEVATION WALL CONSTRUCTION
    10.
    发明申请
    LOW ELEVATION WALL CONSTRUCTION 审中-公开
    低高度的墙体施工

    公开(公告)号:WO1995010667A1

    公开(公告)日:1995-04-20

    申请号:PCT/US1994003058

    申请日:1994-03-21

    Abstract: A retaining wall construction comprises modular facing blocks (32) connected by fasteners (36) to anchoring blocks (34) positioned behind the facing blocks (32). The facing blocks (32) are arranged in courses which overlap one another. The facing blocks (32), as well as the anchor blocks (34), have hollow, vertical throughbores (70). This enables interconnection of the back wall (68) of the facing block (32) with the anchor block (34) by means of various types of fasteners (36). The retaining wall construction is especially useful in the construction of low height, gravity type walls.

    Abstract translation: 挡土墙结构包括通过紧固件(36)连接到定位在相对块(32)后面的锚定块(34)的模块化面向块(32)。 相对的块(32)被布置成彼此重叠的横列。 相对的块(32)以及锚块(34)具有中空的垂直通孔(70)。 这使得通过各种类型的紧固件(36)能够使面对块(32)的后壁(68)与锚块(34)互连。 挡土墙结构在低高重力型墙体的施工中特别有用。

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