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1. 发明授权

US11891770B2 Catenary panel retaining wall 有权
公开(公告)号：US11891770B2
公开(公告)日：2024-02-06
申请号：US17717183
申请日：2022-04-11
申请人： CMI LIMITED CO.
发明人： Steve Hargrave , Keith Panik
IPC分类号： E02D29/02
CPC分类号： E02D29/0225 , E02D29/025
摘要： A retaining wall system, retaining wall panel, and method of constructing a retaining wall, wherein panels of the retaining wall define an arched or curved profile in plan view, for example following a catenary curvature, with the wall panel curvature being concave in a direction extending into the backfill area behind the retaining wall. The curvature resists backfill loading on the panel and evenly distributes the load across the panel without significant stress concentrations and transfers the load to posts or columns to which the panels are mounted.

2. 发明授权

US10364003B2 Hybrid fixed/floating marine structures 有权
公开(公告)号：US10364003B2
公开(公告)日：2019-07-30
申请号：US15596874
申请日：2017-05-16
申请人： CMI LIMITED CO.
发明人： Steve Hargrave , Charles Brown , Allen Jason Nail
IPC分类号： E02D35/00 , B63B35/34 , B63B35/38 , E01D15/14 , B63C1/02 , E02D5/22
摘要： A marine structure including a floating deck attached to a damper configured to control the vertical movement of the deck. The damper allows vertical motion of the floating deck in response to gradual changes in water level such as tidal changes, but resists bouncing of the deck in response to shorter term fluctuations in water level such as boat wakes or wind chop.

3. 发明授权

US09528241B2 Barrier panel interlock sealing system and method 有权
标题翻译：阻隔板互锁密封系统及方法
公开(公告)号：US09528241B2
公开(公告)日：2016-12-27
申请号：US14918842
申请日：2015-10-21
申请人： CMI LIMITED CO.
发明人： Steve Hargrave , John Irvine , Charles Brown , Anthony Parise
IPC分类号： E02D5/14 , F16J15/10 , F16J15/02 , F16J15/06 , F16J15/14
CPC分类号： E02D5/14 , F16J15/022 , F16J15/027 , F16J15/068 , F16J15/104 , F16J15/14
摘要： A system, method and sealing components for resisting fluid transmission through an interlock joint between first and second sheet piling panels of a barrier assembly. A compressible sealing member is engaged between interlock members of the sheet piling panels as the barrier assembly is constructed. A dispersible sealant is optionally dispersed into the interlock joint upon compression of the sealing member.
摘要翻译：一种用于抵抗通过屏障组件的第一和第二板材打桩板之间的互锁接头的流体传动的系统，方法和密封部件。当构造屏障组件时，可压缩密封构件接合在打桩板的互锁构件之间。在密封构件压缩时，可分散的密封剂任选地分散到互锁接头中。

4. 外观设计

USD871899S1 Sheet piling 有权
公开(公告)号：USD871899S1
公开(公告)日：2020-01-07
申请号：US29635477
申请日：2018-01-31
申请人： CMI LIMITED CO.
设计人： Steve Hargrave
摘要： FIG. 1 is a perspective view of a first embodiment of a sheet piling showing my new design.
FIG. 2 is a second perspective view of the sheet piling of FIG. 1.
FIG. 3 is an end view of the sheet piling of FIG. 1, the opposite end view being substantially a mirror image thereof.
FIG. 4 is a front view of the sheet piling of FIG. 1.
FIG. 5 is a back view of the sheet piling of FIG. 1.
FIG. 6 is a first side view of the sheet piling of FIG. 1.
FIG. 7 is a second side view of the sheet piling of FIG. 1.
FIG. 8 is a first detailed perspective view of the male interlock portion of the sheet piling in FIG. 1.
FIG. 9 is a second detailed perspective view of the male interlock portion of the sheet piling in FIG. 2.
FIG. 10 is a detailed end view of the male interlock portion of the sheet piling of FIG. 3.
FIG. 11 is a detailed end view of a female interlock profile portion of the sheet piling in FIG. 3.
FIG. 12 is another perspective view, showing the sheet piling of FIG. 1 in a configuration of use.
FIG. 13 is another detailed perspective view thereof, showing the male interlock portion of the sheet piling in FIG. 12 in a configuration of use.
FIG. 14 is a perspective view of a second embodiment of the sheet piling, showing my new design.
FIG. 15 is a second perspective view of the sheet piling of FIG. 14.
FIG. 16 is an end view of the sheet piling of FIG. 14, the opposite end view being substantially a mirror image thereof.
FIG. 17 is a front view of the sheet piling of FIG. 14.
FIG. 18 is a back view of the sheet piling of FIG. 14.
FIG. 19 is a first side view of the sheet piling of FIG. 14.
FIG. 20 is a second side view of the sheet piling of FIG. 14.
FIG. 21 is a first detailed perspective view of the male interlock portion of the sheet piling in FIG. 14.
FIG. 22 is a second detailed perspective view of the male interlock portion of the sheet piling in FIG. 15.
FIG. 23 is a detailed end view of the male interlock portion of the sheet piling of FIG. 16.
FIG. 24 is a detailed end view of a female interlock portion of the sheet piling in FIG. 16.
FIG. 25 is another perspective view, showing the sheet piling of FIG. 14 in a configuration of use.
FIG. 26 is another detailed perspective view thereof, showing the male interlock portion of the sheet piling in FIG. 25 in a configuration of use.
FIG. 27 is a perspective view of a third embodiment of the sheet piling, showing my new design.
FIG. 28 is a second perspective view of the sheet piling of FIG. 27.
FIG. 29 is an end view of the sheet piling of FIG. 27, the opposite end view being substantially a mirror image thereof.
FIG. 30 is a front view of the sheet piling of FIG. 27.
FIG. 31 is a back view of the sheet piling of FIG. 27.
FIG. 32 is a first side view of the sheet piling of FIG. 27.
FIG. 33 is a second side view of the sheet piling of FIG. 27.
FIG. 34 is a first detailed perspective view of the male interlock portion of the sheet piling of FIG. 27.
FIG. 35 is a second detailed perspective view of the male interlock portion of the sheet piling in FIG. 28.
FIG. 36 is a detailed end view of the male interlock portion of the sheet piling of FIG. 29.
FIG. 37 is a detailed end view of a female interlock portion of the sheet piling in FIG. 29.
FIG. 38 is another perspective view, showing the sheet piling of FIG. 27 in a configuration of use; and,
FIG. 39 is another detailed perspective view thereof, showing the male interlock portion of the sheet piling in FIG. 38 in a configuration of use.
The dash-dot-dot lines in the drawings indicate a claim boundary and form no part of the claimed design. The dash-dash broken lines shown in between the boundary lines represent portions of the sheet piling that form no part of the claimed design. The other broken lines shown in FIGS. 12, 13, 25, 26, 38 and 39 represent environmental subject matter only and form no part of the claimed design.

5. 发明授权

US10393202B2 Dampening pile guide for floating dock 有权
公开(公告)号：US10393202B2
公开(公告)日：2019-08-27
申请号：US15830820
申请日：2017-12-04
申请人： CMI LIMITED CO.
发明人： Allen Jason Nail , Steve Hargrave , Charles Brown
IPC分类号： E02B3/26 , E02B3/28 , F16F1/36 , F16F15/08 , E02B3/06 , E02B17/00 , E02B3/12 , F16F1/54
摘要： Example embodiments of the invention generally relate to a dampening and impact absorption device including a first component, a second component, and at least one elastomeric element operatively coupled between the first component and the second component. Other example embodiments of the invention generally relate to a dampening and impact absorption system including one or more such dampening and impact absorption devices. In example applications, the dampening and impact absorption device is utilized to dampen and reduce impacts, forces and noise between the platform and anchor pilings of a floating dock system, for example resulting from wave action or other dynamic effects.

6. 发明授权

US09745710B2 Convertible capping system for sheet piling wall 有权
公开(公告)号：US09745710B2
公开(公告)日：2017-08-29
申请号：US15096947
申请日：2016-04-12
申请人： CMI LIMITED CO.
发明人： Steve Hargrave , Ben Brown
IPC分类号： E02D5/03 , E02B3/06
CPC分类号： E02D5/03 , E02B3/06
摘要： A convertible capping system and methods of use thereof for capping a top portion of a sheet piling wall or other structure. A top panel of the capping system includes a widthwise spaced array of longitudinally extending parallel connection ribs, and defines an initial width at least equal to or greater than an intended final width, whereby a user can cut the top panel down to a desired final width corresponding to the thickness of the wall. A pair of side flanges have engagement features configured to attach to the connection ribs of the top panel after adjusting the width of the top panel, to assemble the capping system. A wave diverter and/or structural reinforcement system can optionally be provided with the convertible capping system or sheet piling wall.

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