Gravity penetration type deepwater anchor and construction method
A penetrating and deep-water technology, applied in the field of gravity penetrating deep-water anchors and construction, can solve the problem of low bearing ratio of torpedo anchors, and achieve the effect of strengthening strength, ensuring bearing capacity and improving self-weight.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0042] A gravity penetrating deepwater anchor, comprising an anchor body 1, and an anchor member installed on the anchor body;
[0043] The anchor includes a tray 11, a supporting plate 8, a strut 14, and a connecting member;
[0044] The anchor is provided with a tray channel 16 for the tray to move in the axial direction, an anchor body channel 18 for the anchor cable 2 to be installed, and a groove 15 for the strut to be placed in the axial direction, and the lower end of the anchor cable passes through the anchor body channel. And connected with the tray;
[0045] The tray is set on the lower part of the anchor body and slides with it through the tray channel. There are several supporting plates and grooves evenly distributed on the upper side of the tray. The lower end of the supporting plate is hinged with the tray. Rotate, the support plate and the support rod are set in one-to-one correspondence, and the upper and lower ends of the support rod are respectively hinged ...
Embodiment 2
[0060] In order to further strengthen the anchor body, on the basis of Embodiment 1, a gap 10 is provided between adjacent supporting plates, and a geomembrane 20 is arranged in the gap, and adjacent supporting plates are connected through a geomembrane. In the initial state, The geomembrane is in a folded state; the geomembrane can be opened correspondingly with the expansion of the supporting plate and embedded in the soil.
[0061] In this embodiment, flexible steel wires are arranged on the outside of the geomembrane in the gap, and adjacent supporting plates are connected by flexible steel wires. In the initial state, the flexible steel wires are in a folded state; Correspondingly, the geomembrane in the unfolded state is expanded to carry out load-bearing reinforcement.
[0062] In this embodiment, an opening 21 connected to the channel of the anchor body can be provided on the anchor body above the channel of the tray, and the upper end of the channel of the anchor body...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


