An anchor-less multifunctional pre-embedded channel steel and an anchoring installation method
An installation method and technology of pre-embedded grooves, which are applied in the directions of buildings and building structures, can solve the problem that the tensile properties and fatigue properties of pre-embedded grooves are difficult to achieve high, and the technology of pre-embedded grooves is difficult to use on a large scale. The high cost of the buried channel can achieve the effect of enhancing the installation application, reducing the installation cost and reducing the processing cost.
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Embodiment 1
[0041] Embodiment 1 (when the design tensile and shear load bearing capacity is small)
[0042] The installation diagram of the anchoring installation method in this embodiment is shown in figure 1 , the anchoring device used in the anchoring installation method includes embedded channel steel 1, single head bolt 9, installation component 8 and toothed wing nut 7, such as Figure 10 As shown, the embedded channel steel 1 includes a tank body and a main chute 101 arranged on the tank body, waist structures are arranged on both sides of the tank body, and the embedded channel steel 1 passes through the gap between the waist structure and the concrete 10. Pre-buried and anchored between the main chute 101, the notch of the main chute 101 is retracted, and the inward load-bearing part 104 is formed at the notches on both sides of the main chute 101, and the inner side of the load-bearing part 104 is provided with anti-slip teeth 105, The inner top of the main chute 101 is provide...
Embodiment 2
[0044] Embodiment 2 (when the design tensile bearing capacity is large, there is no requirement for the shear bearing capacity)
[0045] The installation diagram of the anchoring installation method in this embodiment is shown in figure 2 , the anchoring device used in the anchoring installation method includes embedded channel steel 1, T-bolt 3, installation assembly 8 and fastening nut 6, the embedded channel steel 1 of this embodiment is the same as that in embodiment 1, and T-shaped chute 2 is adopted It is integrated with the tank body.
[0046] The pre-embedded channel steel 1 is pre-embedded and anchored in the concrete 10. When the installation assembly 8 is fixed, the T-bolt 3 is first installed in the T-shaped chute 2, moved to the position to be installed, and then the installation assembly 8 is set on the threaded end of the T-shaped bolt 3, and the fastening nut 6 is put on the threaded end of the T-shaped bolt 3, and the mounting assembly 8 is fixed by the fast...
Embodiment 3
[0047] Embodiment 3 (when design tension and shear bearing capacity are all big)
[0048] The installation diagram of the anchoring installation method in this embodiment is shown in image 3 , the anchoring device used in the anchoring installation method includes embedded channel steel 1, T-bolt 3, installation assembly 8, fastening nut 6, fixing nut 4 and toothed butterfly spacer 5, and the embedded channel steel 1 and As in Embodiment 1, the T-shaped chute 2 is integrated with the groove body.
[0049] The pre-embedded channel steel 1 is pre-embedded and anchored in the concrete 10. When the installation assembly 8 is fixed, before the T-shaped bolt 3 is installed in the T-shaped chute 2, the fixing nut 4 and The toothed butterfly pad 5, and then install the T-bolt 3 in the T-shaped chute 2, move to the position where it needs to be installed, and then tighten the fixing nut 4 to press the toothed butterfly pad 5 on the load-bearing part 104 , so as to fix the T-bolt 3, ...
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