Ring beam module, ring beam, building mass and construction method

Abstract

The embodiment of the invention discloses a ring beam module. The ring beam module is a hexahedron frame, wherein the middle parts of the top surfaces of at least two rib strips on the hexahedron frame are upwards protruded to form lugs; the positions of the lugs on the at least two rib strips correspond to each other; first mortises penetrating through the rib strips are arranged on the middle parts of the bottom surfaces of the at least two rib strips on the hexahedron frame; the positions of the first mortises on the at least two rib strips correspond to each other; and the bottom surfaces of the at least two rib strips are located on one same plane. The ring beam module is arranged on the top part of a wall body in a splicing and inserting way, and the module further achieves an effect of a support template, so that the ring beam is convenient and flexible to assemble, the simplicity in construction is realized, and the aims of improving the assembling efficiency, saving a ring beam template and reducing the cost are achieved.

Description

technical field [0001] The embodiment of the present invention relates to the technical field of construction, and in particular to a ring beam module, a ring beam, a building body and a construction method. Background technique [0002] The ring beam is mainly used to strengthen the integrity of the building and reduce uneven settlement. At the same time, it is also used as an anti-seismic fortification measure. The structural column is mainly used as an anti-seismic fortification measure, which plays a very important role in the seismic capacity of the masonry load-bearing structure. , which is one of the mandatory measures in the national design code, has been widely used in masonry load-bearing structures. Even if it is used as a non-load-bearing maintenance wall, it is necessary to add structural columns at the corresponding nodes to ensure that the enclosure The structure meets the corresponding requirements of the code during the earthquake. [0003] In actual operat...

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Problems solved by technology

[0003] In actual operation, whether it is a masonry load-bearing structure or a frame structure, whether it is a cast-in-place structure or a prefabricated structure, because the ring beams and structural columns are small and scattered, especially the structural columns, they must be distributed on the building walls. Corners, joints, openings, etc., make it a very trivial but very important and necessary thing to do for ring beams and column support formwork, which not only consumes a lot of manpower and time, greatly reduces construction efficiency, but also causes a lot of The waste of formwork, moreover, various common problems in on-site formwork pouring have always been persistent problems in civil engineering construction, and it is difficult to eradicate them from the operational level. Moreover, the wet work on site has caused a large amount of construction waste and environmental pollution-this is also the reason why One of the important reasons why our country vigorously advocates prefabricated buildings

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