Cast-in-place concrete shear wall formwork punching-free reinforcing system and construction method
A concrete shear wall and construction method technology, applied in the direction of formwork/formwork/work frame, connectors of formwork/formwork/work frame, artificial island, etc., can solve problems such as slow efficiency and complicated construction procedures, and achieve The effect of improving efficiency
Pending Publication Date: 2019-05-10
THE FIRST CONSTR CO LTD OF CHINA CONSTR FIRST GRP +1
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[0003] In view of this, the present invention provides a cast-in-place concrete shear wall formwork without punching reinforcement system and construction method, the main purpose of which is to solve the need to open holes in the entire formwork for back corrugation in the existing formwork reinforcement construction. The installation and the reinforcement of the screw rod lead to the technical problems of complex construction process and slow efficiency
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[0042] 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 part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.
[0043] It should be noted that if there is a directional indication (such as up, down, left, right, front, back...) in the embodiment of the present invention, the directional indication is only used to explain the position in a certain posture (as shown in the accompanying drawing). If the specific posture changes, the directional indication will also change accordingly.
[0044] In addition, if there are descriptions involving "first", "second" and ...
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The invention relates to the technical field of reinforcing of shear walls and retaining wall templates, in particular to a cast-in-place concrete shear wall template punching-free reinforcing systemand a construction method, and adopts the technical scheme that the cast-in-place concrete shear wall template punching-free reinforcing system comprises shear wall templates and reinforcing mechanisms. The reinforcing mechanism comprises an opposite-pull screw rod; the shear wall template is provided with base plates and opposite-pull screw rod mounting plates; the opposite-pull screw rod mounting plate is arranged between every two adjacent base plates; more than two through holes for the opposite-pull screw rods to penetrate through are sequentially formed in the opposite-pull screw rod mounting plate at intervals; the number of the shear wall formworks is two, and a gap is formed between the shear wall formworks. The opposite-pull screw rods penetrate through the opposite-pull screw rod mounting plates of the two shear wall templates. According to the technical scheme provided by the invention, the opposite-pull screw rod mounting plate is independently arranged and can be pre-machined, so that the procedure of forming holes in a template during on-site construction is omitted, and the on-site construction efficiency is improved.
Description
technical field [0001] The invention relates to the technical field of formwork reinforcement for shear walls and retaining walls, in particular to a punch-free reinforcement system and construction method for cast-in-place concrete shear wall formwork. Background technique [0002] With the rapid development of the construction industry, the country eliminates backward production capacity, rationally plans building materials, reduces material waste, and improves construction efficiency has become an important link in construction. The reinforcement of the traditional shear wall formwork requires uniform drilling of holes in the entire formwork, and the processing of the hole position of the pull screw after the formwork is laid. The following problems exist in the construction process of the traditional shear wall support system: formwork reinforcement During the construction, it is necessary to open holes in the whole formwork to install the back flute and reinforce the sc...
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IPC IPC(8): E04G11/08E04G17/065E02D29/02
Inventor 曹猛沈培鲍芳琳游佳邱敏罗鹏尹国松沈礼鹏沈傲雪陆夏
Owner THE FIRST CONSTR CO LTD OF CHINA CONSTR FIRST GRP
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