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公开(公告)号：US20150135605A1
公开(公告)日：2015-05-21
申请号：US14401509
申请日：2013-04-30
发明人： Neville Holmes Price
CPC分类号： E04B1/34321 , E02D27/02 , E02D2250/0007 , E02D2250/0023 , E02D2600/20 , E04B1/34315 , E04B1/34384 , E04B1/38 , E04B1/61 , E04B2/721 , E04B5/04 , E04B9/0435 , E04B2001/3583 , E04B2001/6195 , E04C2/44 , E04C2/46 , E04C2/50 , E04C2002/001 , E04G9/00 , E04G17/001
摘要： A building having a foundation and abutting wall panels seated on the foundation. Together they define at least one wall section, tied together by orthogonal tensioners. The tensioners include vertical tensioners located parallel and between adjacent wall panels and fixed to the foundation and at a respective anchor positioned at the top of the adjacent wall panel. These vertical tensioners allow a binding of the adjacent wall panel by said vertical tensioner onto the seat of the foundation. The tensioners also a horizontal tensioner extending between said anchors at each end of the wall section to allow a horizontal binding of wall panels of the wall section together.
摘要翻译： 一个建筑物有一个基础和邻接的墙板坐在基础上。 它们一起定义至少一个壁部分，通过正交张紧器连接在一起。 张紧器包括垂直张紧器，它们位于相邻的壁板之间并且固定到基座并且位于相邻壁板顶部的相应锚固件处。 这些垂直张紧器允许通过所述竖直张紧器将相邻壁板绑在基座的座上。 张紧器还是在壁部分的每个端部处在所述锚固件之间延伸的水平张紧器，以允许壁部分的壁板水平地结合在一起。
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22.发明申请公开(公告)号：US20100189512A1
公开(公告)日：2010-07-29
申请号：US12756944
申请日：2010-04-08
申请人： Darin R. Kruse
发明人： Darin R. Kruse
IPC分类号： E21D11/08
CPC分类号： E02D29/055 , E02D17/04 , E02D29/02 , E02D29/045 , E02D2600/20 , E21D11/08
摘要： Described herein are apparatus, systems and methods useful in forming underground vertical structures. Methods are described for constructing an underground vertical structure, comprising the steps of excavating soil to a sufficient depth to create a circular void to accommodate a plurality of segments; assembling a ring shaped structure comprising the plurality of segments; connecting the outside surface of the ring shaped structure with the soil in said circular void, thereby securing the ring shaped structure to the soil; excavating earth beneath the ring shaped structure to accommodate a second ring shaped structure; and repeating steps b-d thereby forming one or more additional ring shaped structures downward into the earth below already formed ring shaped structures until a predetermined depth is reached; thereby forming the underground vertical structure. Systems to perform the above methods are also disclosed.
摘要翻译： 这里描述的是用于形成地下垂直结构的设备，系统和方法。 描述了用于构造地下垂直结构的方法，包括以下步骤：挖掘足够深度的土壤以产生圆形空隙以容纳多个段; 组装包括所述多个段的环形结构; 将环形结构的外表面与所述圆形空隙中的土壤连接，从而将环形结构固定在土壤上; 在环形结构下方挖掘地球以容纳第二环形结构; 并重复步骤b-d，从而在已经形成的环形结构之下向下形成一个或多个附加环形结构，直到达到预定深度; 从而形成地下垂直结构。 还公开了执行上述方法的系统。
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公开(公告)号：US20100095632A1
公开(公告)日：2010-04-22
申请号：US12646120
申请日：2009-12-23
IPC分类号： E04C2/04
CPC分类号： E02D29/0225 , E02D29/025 , E02D2600/20
摘要： A retaining wall block has parallel top and bottom faces, a front face, a rear face, first and second side wall faces and a vertical plane of symmetry extending between the front and rear faces. The block is formed as a body portion including the front face, a head portion including the rear face and a neck portion connecting the body portion and the head portion. The body, head and neck portions each extend between the top and bottom faces and between the first and second side wall faces. An opening extends through the neck portion from the top face to the bottom face, dividing the neck portion to into first and second neck wall members extending rearwardly from the body portion to the head portion.
摘要翻译： 挡土墙块具有平行的顶面和底面，前表面，后表面，第一和第二侧壁面以及在前表面和后表面之间延伸的垂直对称平面。 该块形成为包括前表面的主体部分，包括后表面的头部部分和连接主体部分和头部部分的颈部部分。 主体，头部和颈部各自在顶面和底面之间以及第一和第二侧壁面之间延伸。 开口从颈部延伸穿过颈部从顶面到底面，将颈部分隔成从主体部分向头部向后延伸的第一和第二颈壁部件。
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公开(公告)号：US07448830B2
公开(公告)日：2008-11-11
申请号：US11698341
申请日：2007-01-26
IPC分类号： B02D29/02
CPC分类号： E02D29/0225 , E02D29/025 , E02D2600/20
摘要： A retaining wall block (1) has parallel top and bottom faces (2, 3), a front face (4), a rear face (5), first and second side wall faces (6, 7) and a vertical plane of symmetry (S) extending between the front and rear faces (4, 5). The block (1) is formed as a body portion (8) including the front face (4), a head portion (9) including the rear face (5) and a neck portion (10) connecting the body portion (8) and the head portion (9). The body, head and neck portions (8, 9, 10) each extend between the top and bottom faces (2, 3) and between the first and second side wall faces (6, 7). An opening (13)′ extends through the neck portion (10) from the top face (2) to the bottom face (3), dividing the neck portion (10) into first and second neck wall members (14, 15) extending rearwardly from the body portion (8) to the head portion (9). First and second pin holes (16 and 17) are each disposed in the body portion (8) and open onto the top face (2) for receiving a pin (50, 51) with a free end of the pin protruding beyond the top face. First and second pin receiving cavities (18, 19) are each disposed in the body portion (8) and open onto the bottom face (3) for receiving the free end of a pin (50, 51) received in a pin hole (16 and 17) of an adjacent block (1) disposed therebeneath so as to interlock the blocks (1) with a predetermined setback. The neck wall members (14, 15), pin holes (16 and 17) and pin receiving cavities (18, 19) are positioned such that a first plane (P1) extending parallel to the plane of symmetry (5) passes through the first pin receiving cavity (18), first pin hole (16) and first neck wall member (14) and a second plane (P2) extending parallel to the plane of symmetry (5) passes through the second pin receiving cavity (19), second pin hole (17) and second neck wall member (15).
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公开(公告)号：US20080190057A1
公开(公告)日：2008-08-14
申请号：US12105064
申请日：2008-04-17
IPC分类号： E02D27/00
CPC分类号： E02D29/0225 , E02D29/025 , E02D2600/20
摘要： A retaining wall block has parallel top and bottom faces, a front face, a rear face, first and second side wall faces and a vertical plane of symmetry extending between the front and rear faces. The block is formed as a body portion including the front face, a head portion including the rear face and a neck portion connecting the body portion and the head portion. The body, head and neck portions each extend between the top and bottom faces and between the first and second side wall faces. An opening extends through the neck portion from the top face to the bottom face, dividing the neck portion into first and second neck wall members extending rearwardly from the body portion to the head portion.
摘要翻译： 挡土墙块具有平行的顶面和底面，前表面，后表面，第一和第二侧壁面以及在前表面和后表面之间延伸的垂直对称平面。 该块形成为包括前表面的主体部分，包括后表面的头部部分和连接主体部分和头部部分的颈部部分。 主体，头部和颈部各自在顶面和底面之间以及第一和第二侧壁面之间延伸。 开口从顶面延伸穿过颈部从底面到底面，将颈部分成从主体部向后延伸到头部的第一和第二颈壁部件。
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公开(公告)号：US20020182015A1
公开(公告)日：2002-12-05
申请号：US10192002
申请日：2002-07-08
发明人： Kenneth L. Shaw
IPC分类号： E02D003/02
CPC分类号： E02D29/0241 , E02D29/025 , E02D2300/002 , E02D2600/20
摘要： An interlocking segmental retaining wall. The wall includes a plurality of blocks stack upon each other. Each block includes a void filled with aggregate. In addition, each block includes an extension and slot for interlocking the blocks together to form the retaining wall. Each block also includes a plurality of lugs and an indentation for aligning and stacking the blocks on each other. The blocks may also be stacked to form a curved retaining wall. In an alternate embodiment, the blocks may have tabs located on an upper portion of each block. Each block is laterally positioned by centering the block upon the top of two lower block.
摘要翻译： 互锁节段挡土墙。 墙壁包括彼此堆叠的多个块。 每个块包括填充聚合体的空隙。 此外，每个块包括用于将块互锁在一起以形成挡土墙的延伸部和槽。 每个块还包括多个凸起和用于将块彼此对准和堆叠的凹槽。 块也可以被堆叠以形成弯曲的挡土墙。 在替代实施例中，块可以具有位于每个块的上部上的突出部。 每个块通过将块对中在两个下块的顶部而横向定位。
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27.发明公开公开(公告)号：US20240263418A1
公开(公告)日：2024-08-08
申请号：US18696483
申请日：2023-08-14
申请人： YONG HWAN OH
发明人： YONG HWAN OH
CPC分类号： E02D17/04 , E02D5/03 , E02D5/28 , E02D17/08 , E02D2300/0034 , E02D2600/20 , E02D2600/30
摘要： A temporary earth-retaining structure uses a guide bracket. Tensile force can be directly applied to a pile by using a guide bracket having a simple structure. Mudslide and collapse caused by the earth pressure of backfill soil can be more effectively prevented by means of the tensile force directly applied to the pile. In addition, the guide bracket according to embodiments of the present invention has a simpler structure and is more easily constructed than a conventional bracket, and thus can be constructed at very low cost.
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公开(公告)号：US12018451B2
公开(公告)日：2024-06-25
申请号：US17253396
申请日：2019-06-21
发明人： Peter Curry
IPC分类号： E02D5/52 , E02B17/00 , F16B7/14 , F16L37/084 , F16L37/12
CPC分类号： E02D5/526 , E02B17/0004 , E02B17/0034 , E02B2017/0065 , E02D2600/20 , F16B7/14 , F16L37/084 , F16L37/12
摘要： The present invention relates to a joint arrangement for joining first and second longitudinally aligned members, said joint arrangement comprising at least one strut arranged to project from at least one of said first and second longitudinally aligned members, said at least one strut comprising a proximal end attached to the member from which it projects and a remote (distal) end arranged to be displaced away from said member, said distal end arranged to abut a complementary stop in/on the other member when said second member penetrates said first member, wherein said at least one strut is a compression strut which acts to resist withdrawal of the second member via compression in the strut.
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公开(公告)号：US20240159010A1
公开(公告)日：2024-05-16
申请号：US18284447
申请日：2022-02-01
发明人： Hideki YANO
CPC分类号： E02D5/80 , E02D27/50 , E02D2200/1607 , E02D2600/20 , E02D2600/30
摘要： An anchor is provided whose number of processes of work at the time of performance of installation work can be reduced and which can selectively fix a plurality of types of fixing targets. An anchor 10 includes: a shaft 22 to be buried in a ground; a head 24 into which a propulsive force for propelling the shaft 22 in the ground is inputted, the head 24 being provided on an upper end portion 22a of the shaft 22; and a sleeve 26 having a tubular peripheral wall portion 42 placed around the head 24. An outer diameter of the head 24 is specified to be greater than an outer diameter of the shaft 22. Consequently, an undersurface 32a is secured on an outer peripheral portion 32 of the head 24. The peripheral wall portion 42 is provided in an upper end portion 42a with an opening portion 44 in which a first fixing target 12c, 12d, or 12f is fitted as needed. The peripheral wall portion 42 is provided in a lower end portion 42b with a retainer 46 including an opposing surface 48 facing the outer peripheral portion 32 (the undersurface 32a) of the head 24 from below, and a retaining surface 50 to be pressed against a second fixing target 12a or 12b from above as needed.
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公开(公告)号：US11933011B2
公开(公告)日：2024-03-19
申请号：US17893871
申请日：2022-08-23
申请人： YUJOO CO., LTD.
发明人： Sang Gi Kim
CPC分类号： E02B3/06 , E02D13/04 , E02D25/00 , E02D27/52 , E02D29/025 , E02D29/0266 , E02D2250/0076 , E02D2600/20
摘要： Proposed is a construction method for an underwater concrete block structure. The concrete block structure is formed by stacking a plurality of concrete blocks on a foundation concrete block structure by using a guide pipe, and a concrete column is formed by, before removing the guide pipe, inserting a concrete column forming set such as a waterproof membrane through the inside of the guide pipe, so that the waterproof membrane can be inserted conveniently and safely and the construction speed of the concrete block structure can be further improved.
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