A Chain Lap Structure Based on Seamless Bridge
A chain-type, seamless bridge technology, applied in bridges, bridge parts, bridge construction, etc., can solve problems such as board damage, bridge impact increase, settlement, and bottom of the board, so as to improve driving comfort , Improve the effect of mechanical performance
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Embodiment 1
[0027] Example 1: Integral bridge
[0028] Figure 1 ~ Figure 3 Shows the first specific embodiment of the seamless bridge-based chain slab construction of the present invention. This structure is used for an integral bridge and includes abutment 6, main beam 11, bridge deck 10 and slab 3. Among them, abutment 6, main beam 11 and deck 10 constitute the main bridge section of the bridge.
[0029] The key improvement of the present invention is that the number of the landing boards 3 is more than two, and these landing boards 3 are arranged at the end of the main bridge section and arranged side by side along the length direction of the main bridge section. Expansion joints 4 are provided between the main bridge section (specifically the abutment 6 of the main bridge section) and the slab 3 closest to the main bridge section, and between any two adjacent slabs 3 . Moreover, the main bridge section and the slab 3 closest to the main bridge section and any two adjacent slabs 3 are c...
Embodiment 2
[0040] Example 2: Semi-Integral Bridge
[0041] Figure 4 with Figure 5 The second specific embodiment of the seamless bridge-based chain slab structure of the present invention is shown. The chain slab structure of this example is basically the same as the structure of the first embodiment. The difference lies in: this embodiment For example, this kind of chain-type slab construction is specifically applied to a semi-integral bridge (not the integral bridge of the first embodiment). The same as the first embodiment, the dumbbell-shaped structural steel bar 1 used to connect the main bridge section and the slab 3 has one end connected to the abutment 6 and the other end connected to the slab 3.
[0042] During construction, before the abutment 6, the main girder 11 and the deck 10 are formed as a whole, the non-rubber sleeve end of the dumbbell-shaped structural steel bar 1 is pre-embedded at the abutment 6, and then the bridge abutment 6 concrete is cast in place.
Embodiment 3
[0043] Example 3: Extending the bridge deck bridge
[0044] Image 6 with Figure 7 The third specific embodiment of the seamless bridge-based chain slab structure of the present invention is shown. The chain slab structure of this example is also very similar to the structure of the first embodiment. The difference lies in: Embodiment This kind of chain-type slab construction is specifically applied to an extended deck bridge (rather than the integral bridge of the first embodiment). The dumbbell-shaped structural steel bar 1 used to connect the main bridge section and the slab 3, one end of which is connected to In the bridge deck 10 (instead of the bridge abutment 6 in the first embodiment), the other end is connected to the bridge 3.
[0045] During construction, before pouring the bridge deck 10, the rubber-free end of the dumbbell-shaped structural steel bar 1 is pre-embedded at the end of the bridge deck 10, and then the bridge deck concrete is cast in place.
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