A pressure dispersing anchor cable and its installation method
A decentralized, anchor cable technology, which is applied in construction, foundation structure engineering, sheet pile walls, etc., can solve the problems of cumbersome installation of limit pieces, and achieve the effects of improving cable manufacturing efficiency, convenient installation, and reliable structure
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Embodiment 1
[0088] A combined bearing plate for a pressure-distributed anchor cable, such as Figure 1-Figure 2 As shown, the combined bearing plate includes an outer bearing plate 11 and an inner bearing plate 12;
[0089] Such as Figure 3-Figure 4 As shown, the outer bearing plate 11 includes an annular outer bearing plate body 111, the outer edge of the outer bearing plate body 111 is provided with 8 arc-shaped grooves I112 for installing prestressed tendons, and the upper surface of the outer bearing plate body 111 is A bolt hole 115 is opened, and the center of the outer bearing plate body 111 is an annular step hole I113, and a screw hole 114 is opened on the annular step hole I113;
[0090] Such as Figure 5-Figure 7 As shown, the inner bearing plate 12 includes a circular inner bearing plate body 121; the outer edge of the inner bearing plate body 121 is an annular step I123, on which are provided four arc-shaped grooves II122 for installing prestressed tendons, There is a scr...
Embodiment 2
[0095] A pressure-dispersing anchor cable such as Figure 9 As shown, the pressure-dispersing anchor cable includes an outer anchor head part and an inner anchor section, and the inner anchor section includes an anchor cable body and a multi-stage cable body bearing structure, and the first-stage bearing structure of the cable body is formed by an extruded anchor The permanent load-bearing structure composed of bearing plate I and other load-bearing structures at all levels is a permanent load-bearing structure composed of extruded anchors and bearing plate II or extruded anchors and bearing plate III. The extruded anchors are composed of The extruded anchor formed on the prestressed tendon by extruding the sleeve and the anchoring medium to extrude and anchor;
[0096] The bearing plate I of the first-level bearing structure may be the existing bearing plate 8, or the inner bearing plate 12 of the combined bearing plate 1 described in Embodiment 1 of the present invention;
...
Embodiment 3
[0110]A method for installing a pressure-dispersing anchor cable.
[0111] It is the installation method of the pressure dispersion type anchor cable and anchor cable described in embodiment two, and its specific steps are:
[0112] A. Install the first level bearing structure:
[0113] A1, install the carrier 3 on the prestressed tendons;
[0114] A2. Install the prestressed tendon with the carrier 3 on the bearing plate I, the bearing plate I is the existing bearing plate 8
[0115] A3. Install the ordinary limit plate 9;
[0116] A4. Use the bolt 6 and the nut 7 to position the existing bearing plate 8 and the common limiting plate 9 on the extrusion sleeve;
[0117] B. Install the second level bearing structure:
[0118] B1, install the bearing body 3 on the prestressed tendons;
[0119] B2. Install prestressed tendons with a carrier 3 on the bearing plate II, the bearing plate II is a combined bearing plate II1b:
[0120] B21. Install prestressed tendons on the inne...
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