公开(公告)号：US20080016788A1

公开(公告)日：2008-01-24

申请号：US10593457

申请日：2005-05-17

Applicant: Kailash Gulati ,  Thomas Ballard ,  Alexander Krimotat

Inventor： Kailash Gulati ,  Thomas Ballard ,  Alexander Krimotat

IPC: E04H1/00

CPC classification number: F17C1/00 ,  F17C2201/0157 ,  F17C2201/035 ,  F17C2201/052 ,  F17C2203/012 ,  F17C2203/0333 ,  F17C2203/0341 ,  F17C2203/0354 ,  F17C2203/0629 ,  F17C2203/0639 ,  F17C2203/0643 ,  F17C2203/0648 ,  F17C2203/0678 ,  F17C2209/22 ,  F17C2209/221 ,  F17C2221/033 ,  F17C2223/0161 ,  F17C2223/033 ,  F17C2260/013 ,  F17C2270/0136 ,  Y10S220/901 ,  Y10T29/49826

Abstract: An LNG full containment system is provided. The LNG system generally comprises a primary container, and a secondary container positioned around the primary container. The secondary container generally comprises a first end wall, a second end wall, and at least two side walls. At least one of the walls is fabricated from a plurality of prefabricated wall panels. Each of the wall panels is fabricated from a combination of concrete and steel. The wall panels are preferably prefabricated offsite, and then transported to the construction site where they are adjoined together in end-to-end fashion to form walls. A method for constructing a full containment LNG system is also provided. In one embodiment, walls and a roof for a secondary container are assembled, but leaving an end open. At least one primary tank is brought into the secondary container. A second end wall is then erected to form the enclosure for the secondary container.

Abstract translation: 提供LNG全封闭系统。 LNG系统通常包括主容器和位于主容器周围的次级容器。 次级容器通常包括第一端壁，第二端壁和至少两个侧壁。 至少一个壁由多个预制的墙板制成。 每个墙板由混凝土和钢结合而成。 墙板优选地在现场外预制，然后被运送到施工现场，在那里它们以端对端方式邻接在一起形成墙壁。 还提供了一种用于构建完全容纳液化天然气系统的方法。 在一个实施例中，组装用于次级容器的壁和屋顶，但是将端部敞开。 至少一个主水箱被带入二次容器。 然后竖立第二端壁以形成用于次级容器的外壳。

公开(公告)号：US20060026836A1

公开(公告)日：2006-02-09

申请号：US11246928

申请日：2005-10-07

Applicant: Kailash Gulati

Inventor： Kailash Gulati

IPC: B21D47/00

CPC classification number: B21D47/00 ,  B21D51/18 ,  F17C3/00 ,  F17C3/025 ,  F17C13/004 ,  F17C2201/0157 ,  F17C2201/032 ,  F17C2201/035 ,  F17C2201/052 ,  F17C2203/01 ,  F17C2203/011 ,  F17C2203/012 ,  F17C2203/013 ,  F17C2203/03 ,  F17C2203/0304 ,  F17C2203/0604 ,  F17C2203/0617 ,  F17C2203/0629 ,  F17C2203/0636 ,  F17C2203/0643 ,  F17C2203/0646 ,  F17C2203/0648 ,  F17C2203/0678 ,  F17C2205/0184 ,  F17C2209/221 ,  F17C2209/232 ,  F17C2221/033 ,  F17C2223/0153 ,  F17C2223/0161 ,  F17C2223/031 ,  F17C2223/033 ,  F17C2260/011 ,  F17C2260/013 ,  F17C2260/016 ,  F17C2265/05 ,  F17C2270/0105 ,  F17C2270/011 ,  F17C2270/0121 ,  F17C2270/0123 ,  F17C2270/0136 ,  Y10S220/901 ,  Y10T29/49616 ,  Y10T29/49623 ,  Y10T29/49625 ,  Y10T29/49892 ,  Y10T29/49893 ,  Y10T29/49904 ,  Y10T29/53443

Abstract: Substantially rectangular-shaped tanks are provided for storing liquefied gas, which tanks are especially adapted for use on land or in combination with bottom-supported offshore structure such as gravity-based structures (GBS). A tank according to this invention is capable of storing fluids at substantially atmospheric pressure and has a plate cover adapted to contain fluids and to transfer local loads caused by contact of said plate cover with said contained fluids to a grillage of stiffeners and stringers, which in turn is adapted to transfer the local loads to an internal truss frame structure. Methods of constructing these tanks are also provided.