Tendon-free prestressed concrete structure
A concrete structure and prestressing technology, applied in the direction of structural elements, truss structures, building components, etc., can solve the problems of high cost and troublesome construction, and achieve the effect of low cost, simple structure and fast construction.
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Embodiment 1
[0012] Example 1: The first unreinforced prestressed concrete structure
[0013] Such as figure 1 and figure 2 As shown: the unreinforced prestressed concrete structure includes a concrete body 1, and at least one through pipe is arranged on the upper and lower parts of the concrete body 1, and each pipe is pierced with more than one prestressed tendon 2, and the prestressed tendon draws After being straight, it is locked by the anchor 3; there is no ordinary steel bar inside the concrete body.
[0014] The prestressed tendons 2 are made of steel wire, steel strand or carbon fiber.
[0015] The anchor 3 is made of steel or alloy steel. The structure of the anchorage is: steel nut or steel clip.
[0016] Said pipeline adopts corrugated steel pipe or rubber pipe.
Embodiment 2
[0017] Embodiment 2: The second unreinforced prestressed concrete structure
[0018] Two through pipes are respectively arranged on the upper part and the lower part of the concrete body 1 .
[0019] Other technical schemes are the same as embodiment 1.
Embodiment 3
[0020] Embodiment 3: the preparation of the first unreinforced prestressed concrete structure
[0021] (1) Preparation of concrete body 1:
[0022] When preparing concrete 1, at least one pipeline is reserved at the upper and lower parts of the concrete body;
[0023] (2) Preparation of unreinforced prestressed concrete structure:
[0024] First, put more than one prestressed tendon 2 into each reserved pipeline, and then use a jack to apply tension, then plug anchorage 3 at both ends of each pipeline, and loosen the jack. At this time, the prestressed tendon 2 retracts, so that The anchor 3 is under compression, and the pressure is transmitted to the concrete body 1 to resist the tensile stress generated by the applied load.
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