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公开(公告)号:US09797147B2
公开(公告)日:2017-10-24
申请号:US15204858
申请日:2016-07-07
发明人: Michael L. Turner
IPC分类号: E04B1/00 , E04G9/08 , E04B5/36 , E02D27/01 , E03F5/04 , E04G9/02 , E04G9/10 , E04B5/32 , E04G15/06
CPC分类号: E04G9/086 , E02D27/01 , E03F5/0407 , E03F5/0408 , E03F5/0409 , E04B5/326 , E04B5/36 , E04G9/021 , E04G9/08 , E04G9/10 , E04G15/061
摘要: The present application includes a void form unit for creating a void space between concrete structures and expansive soil. The unit includes a cellular structure surrounded by a paper based shell. The cellular structure is impervious to moisture. Together the cellular structure and the shell make a singular rigid member. The rigid member is configured to temporarily support concrete and gradually increase in flexure so as to flex with the movement of the expansive soil. The shell is configured to weaken over time from the regulated absorption of moisture. The flexure of the cellular structure configured to increase with the deterioration of the shell.
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公开(公告)号:US10378678B2
公开(公告)日:2019-08-13
申请号:US16186224
申请日:2018-11-09
发明人: Michael L. Turner
IPC分类号: E02D29/00 , E02B9/06 , F16L1/028 , F16L3/14 , F16L3/12 , H02G9/08 , H02G9/06 , F16L57/02 , H02G3/38 , F16L1/11
摘要: A device and method for the creation of a water proof component void form unit to create space between concrete structures and expansive soil for the passage of utility conduit lines is described. The unit includes a plurality of panels interlocked with one or more connectors and supports that pass internally through flutes within the panel members. The void space is formed from a singular panel that is scored along a score line. The score line passes only through an upper surface. The panel member is folded about the lower surface at the score line to form the void space. The panels are located in a trench and configured to define a void space underground for the passage of the utility conduit lines. The unit is configured to resist soil expansive forces so as to protect the placement and integrity of the utility conduit lines.
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公开(公告)号:US20190086001A1
公开(公告)日:2019-03-21
申请号:US16186224
申请日:2018-11-09
发明人: Michael L. Turner
CPC分类号: F16L1/028 , E02D29/10 , F16L1/11 , F16L3/1218 , F16L3/14 , F16L57/02 , H02G3/383 , H02G9/06 , H02G9/08
摘要: A device and method for the creation of a water proof component void form unit to create space between concrete structures and expansive soil for the passage of utility conduit lines is described. The unit includes a plurality of panels interlocked with one or more connectors and supports that pass internally through flutes within the panel members. The void space is formed from a singular panel that is scored along a score line. The score line passes only through an upper surface. The panel member is folded about the lower surface at the score line to form the void space. The panels are located in a trench and configured to define a void space underground for the passage of the utility conduit lines. The unit is configured to resist soil expansive forces so as to protect the placement and integrity of the utility conduit lines.
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公开(公告)号:US20170009468A1
公开(公告)日:2017-01-12
申请号:US15204858
申请日:2016-07-07
发明人: Michael L. Turner
CPC分类号: E04G9/086 , E02D27/01 , E03F5/0407 , E03F5/0408 , E03F5/0409 , E04B5/326 , E04B5/36 , E04G9/021 , E04G9/08 , E04G9/10 , E04G15/061
摘要: The present application includes a void form unit for creating a void space between concrete structures and expansive soil. The unit includes a cellular structure surrounded by a paper based shell. The cellular structure is impervious to moisture. Together the cellular structure and the shell make a singular rigid member. The rigid member is configured to temporarily support concrete and gradually increase in flexure so as to flex with the movement of the expansive soil. The shell is configured to weaken over time from the regulated absorption of moisture. The flexure of the cellular structure configured to increase with the deterioration of the shell.
摘要翻译: 本申请包括用于在混凝土结构和膨胀土之间产生空隙的空隙形式单元。 该单元包括被纸基壳包围的蜂窝结构。 细胞结构不透湿。 蜂窝结构和壳体一起形成一个单一的刚性构件。 刚性构件被构造成临时支撑混凝土并且逐渐增加挠曲,以便随着膨胀土的运动而挠曲。 外壳被配置成随着时间的推移从受潮的吸收中减弱。 细胞结构的挠曲被配置为随着壳的劣化而增加。
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