Combined connection structure and assembling method of prefabricated bridge pier column and cap socket and socket
A combined connection and column technology, which is applied to bridges, bridge parts, bridge construction, etc., can solve the problems of large amount of cap materials, achieve low requirements for manufacturing and processing, low requirements for construction positioning accuracy, and save bridge building materials.
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[0029] Such as Figure 1-Figure 2 As shown, a specific embodiment of the combined connection structure and assembly method of the prefabricated bridge pier column and the cap socket and the socket of the present invention includes the following steps:
[0030] Prefabricated bridge pier column 2, prefabricated bridge pier column 2 includes column exposed end 22 and column embedded end 23, several steel bars 24 are embedded in the prefabricated bridge pier column 2, and the steel bar 24 is provided with a free end 25 protruding from the bottom end of column embedded end 23 to a certain length Those skilled in the art should know that the cross-sectional size and reinforcement of the column embedded end 23, as well as the setting quantity of the reinforcing bar and the length of the free end of the reinforcing bar need to meet the various technical requirements of the normal use of the bridge structure and that the bridge remains firm under the action of an earthquake. In the emb...
Embodiment 2
[0037] Such as Figure 3-Figure 4 As shown, another specific embodiment of the combined connection structure and assembly method of the prefabricated bridge pier column and the cap socket and the socket of the present invention includes the following steps:
[0038] Prefabricated column 2, column 2 comprises exposed end 22 and embedded end 23, and several steel bars 24 are embedded in column 2, and steel bar 24 is provided with the free end 25 that stretches out certain length from the bottom end of column embedded end 23; Those skilled in the art should know , the cross-sectional size and reinforcement of the column embedded end 23, the number of steel bars set and the length of the free end of the steel bar need to meet the various technical requirements for the normal use of the bridge structure and the bridge's firmness under earthquake action. In this embodiment, the exposed end 22 of the column The outer contour size is greater than the maximum outer contour size of the ...
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