Hanging formwork structure and application construction method thereof
A technology of hanging formwork and bottom formwork, which is applied in the field of hanging formwork structure and its application construction, which can solve the problems of high risk of high-support formwork bent frame construction, etc., and achieve the effects of shortening the construction period, convenient operation, and improving safety
Pending Publication Date: 2018-06-19
SHANGHAI CONSTR NO 5 GRP CO LTD
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Problems solved by technology
[0003] Based on this, it is necessary to provide a hanging formwork structure with a high safety factor and its application construction method in view of the high risk of high formwork bent frame construction
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[0028] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
[0029] Such as Figure 1-4 As shown, the hanging formwork structure 1 of an embodiment includes a column 10, two limit steel bars 20, a hanging beam 30, a bottom form 40, a main back corrugated 50 and a boom 60, the column 10 is connected with the steel beam 2, and the two limit bars Position steel bars 20 are respectively located on both sides of the column 10 and connected with the column 10, the limit steel bars 20 are parallel to the column 10 and higher t...
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The invention relates to a hanging formwork structure and an application construction method thereof. The hanging formwork structure comprises a vertical column, two limiting rebars, a hanging beam, abottom formwork, a main back edge and a hanging rod, the vertical column is connected with a steel beam, the two limiting rebars are located on the two sides of the vertical column correspondingly and connected with the vertical column, and the limiting rebars are parallel to the vertical column and higher than the vertical column; and the hanging beam is located above the vertical column and isarranged between the limiting rebars through the limiting rebars in a clamped mode, the bottom formwork is located below the steel beam, the main back edge is located below the bottom formwork, one end of the hanging rod is connected with the hanging beam, and the other end of the hanging rod penetrates through the bottom formwork and the main back edge to be connected with the main back edge. Thehanging formwork structure does not need to use high supporting formworks, the using amount of steel pipes is reduced, meanwhile, connecting of the whole hanging formwork structure is stable, and theconstruction safety is improved. In addition, the steps of the application construction method of the hanging formwork structure are simple, operation is convenient, and shortening of the construction period and saving of the construction cost are facilitated.
Description
technical field [0001] The invention relates to the field of building construction, in particular to a hanging formwork structure and an application construction method thereof. Background technique [0002] At present, steel structure systems are increasingly used in large-scale commercial complex projects. Among them, the atrium roof panel of the podium structure is mostly in the form of pouring concrete slabs on steel beams. Since the atrium lighting needs to involve the setting of escalators, the lower part of the atrium roof panel is a hollow floor. Therefore, the pouring of the atrium roof slab is generally carried out with a high formwork system. However, the erection height of high formwork bent frames generally exceeds 20 meters, and the construction risk is high. Contents of the invention [0003] Based on this, it is necessary to provide a hanging formwork structure with a high safety factor and its application construction method in view of the high risk of ...
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IPC IPC(8): E04G11/36E04G21/00
CPCE04G11/36E04G21/00
Inventor 阮晓巍金少惷
Owner SHANGHAI CONSTR NO 5 GRP CO LTD