CN218668553U

CN218668553U - Be used for anti-reinforced (rfd) structure of bank template of concrete

Info

Publication number: CN218668553U
Application number: CN202222130216.2U
Authority: CN
Inventors: 王军利; 姚正贤; 韩飞; 孙涵洋; 汪江; 彭卫星; 刘芳
Original assignee: Cccc Construction Group Second Engineering Co ltd; CCCC Construction Group Co Ltd
Current assignee: Cccc Construction Group Second Engineering Co ltd; CCCC Construction Group Co Ltd
Priority date: 2022-08-12
Filing date: 2022-08-12
Publication date: 2023-03-21
Anticipated expiration: 2032-08-12

Abstract

The utility model discloses a be used for anti-bank template reinforced (rfd) structure of concrete relates to building engineering technical field. Including first anchor clamps, second anchor clamps, third anchor clamps, back of the body is stupefied, and the bilateral symmetry of anti-bank is equipped with the template, the outside of template is equipped with the back of the body stupefied, first anchor clamps symmetry sets up the both sides of anti-bank, first anchor clamps with the template will the stupefied clamp in the centre of the back of the body the template with the top of anti-bank is equipped with second anchor clamps, the both ends of second anchor clamps respectively with the connection can be dismantled to the first anchor clamps of the both sides of anti-bank the bilateral symmetry of the bottom of anti-bank is equipped with third anchor clamps, the one end of third anchor clamps pushes up in the template, the other end with the connection can be dismantled to the bottom of first anchor clamps. The utility model discloses can consolidate the anti-bank template of concrete, prevent to take place to rise the mould, run the mould problem, and template reinforced structure can reuse, reduces the cost.

Description

Be used for anti-reinforced (rfd) structure of bank template of concrete

Technical Field

The utility model belongs to the technical field of building engineering, more specifically say, relate to a be used for reinforced (rfd) structure of anti-bank template of concrete.

Background

The anti-bank of concrete adopts the cast-in-place form of secondary formwork, secondary pouring because the anti-bank of concrete has certain requirement to waterproof, can not wear anti-bank to punch fixedly with the split bolt during pouring, finds the anti-bank of concrete and appears the phenomenon of off normal easily in the inspection, and the phenomenon of the mould that rises of end opening is especially outstanding. At present, a method of using a wood clamp for reinforcing a concrete reversed bank template in construction is simple in operation, but the lateral force of concrete to the template is large, so that the phenomena of mold expansion and mold running are difficult to avoid at a lower opening in the construction process, and reversed bank cracks and leakage are easy to cause when the reversed bank of the concrete is chiseled. If the concrete reverse bank has large deviation, later masonry plastering can be influenced. In addition, the wooden clamp is easy to damage and not easy to recycle, which increases the cost.

Disclosure of Invention

The utility model aims to solve the technical problem that a be used for the reinforced (rfd) structure of anti-bank template of concrete is provided, can consolidate the anti-bank template of concrete, prevent to take place to rise the mould, run the mould problem, and template reinforced structure can reuse, reduce the cost.

In order to solve the technical problem, the utility model discloses the technical scheme who takes is:

the utility model provides a reinforced (rfd) structure of anti-bank template of concrete, includes first anchor clamps, second anchor clamps, third anchor clamps, the back of the body is stupefied, and the bilateral symmetry of anti-bank is equipped with the template, the outside of template is equipped with the back of the body stupefied, first anchor clamps symmetry sets up the both sides of anti-bank, first anchor clamps with the template will the back of the body stupefied clamp in the centre the template with the top of anti-bank is equipped with the second anchor clamps, the both ends of second anchor clamps respectively with the connection can be dismantled to the first anchor clamps of the both sides of anti-bank the bilateral symmetry of the bottom of anti-bank is equipped with the third anchor clamps, the one end of third anchor clamps pushes up in on the template, the other end with the connection can be dismantled to the bottom of first anchor clamps.

Preferably, the first clamp is a hollow structure, and two ends of the second clamp respectively penetrate through the first clamps on two sides and then freely extend.

Preferably, the first clamp, the second clamp and the third clamp are respectively provided with a pin hole, a pin passes through the pin holes to detachably connect the first clamp and the second clamp together, and similarly, the pin detachably connects the first clamp and the third clamp together.

Preferably, the pin holes are a plurality of uniformly distributed rectangular through holes.

Preferably, the pins are wedge-shaped, and one of the corners is a right angle.

Adopt the produced beneficial effect of above-mentioned technical scheme to lie in: the utility model adopts the first clamp, the second clamp and the third clamp to reinforce the template, and the three clamps are detachably connected by pins, thereby being convenient to disassemble and assemble and being capable of being repeatedly used, and reducing the construction cost; first anchor clamps are consolidated anti-bank both sides template, and the second anchor clamps link together two first anchor clamps and form door-shaped structure, and the third anchor clamps consolidate the template bottom, make whole reinforced structure more stable, and the reinforcement effect is better.

Drawings

Fig. 1 is a schematic sectional structure of the present invention;

FIG. 2 is a schematic view of the construction of a pin;

in the figure: 1. a first clamp; 2. a second clamp; 3. a third clamp; 4. reversed bank; 5. a template; 6. a back boot; 7. a pin hole; 8. a pin.

Detailed Description

The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

As shown in fig. 1, the structure for reinforcing the concrete reversed sill formwork comprises a first clamp 1, a second clamp 2, a third clamp 3 and a back ridge 6. The bilateral symmetry of anti-bank 4 is equipped with template 5, and the outside of template 5 is equipped with the stupefied 6 of back of the body, and first anchor clamps 1 symmetry sets up in the both sides of anti-bank 4, and first anchor clamps 1 presss from both sides stupefied 5 of back of the body with template 5 in the middle of, is equipped with second anchor clamps 2 at template 5 and the top of anti-bank 4, and first anchor clamps 1 are hollow structure, and the both ends of second anchor clamps 2 are passed respectively and are freely extended behind the first anchor clamps 1 of both sides. Rectangular pin holes 7 are formed in the first clamp 1, the second clamp 2 and the third clamp 3. The pins 8 are wedge-shaped with one of the corners being a right angle. The pin 8 penetrates through the pin hole 7 to connect the two clamps together.

And third clamps 3 are symmetrically arranged on two sides of the bottom of the reverse ridge 4, one ends of the third clamps 3 are propped against the template 5, and the other ends of the third clamps are connected with the bottom of the first clamp 1 through pins 8.

In practical use, the first clamp 1 can be formed by two steel plates, and the middle part can freely pass through the second clamp 2. The second clamp 2 may be made of one steel plate. The steel plate is not easy to damage and can be repeatedly utilized, and the construction cost is reduced.

The concrete construction method of the concrete reversed ridge template reinforcing structure comprises the following steps:

the first step is as follows: paying off and positioning the reverse bank position according to the drawing requirements on site, and chiseling, cleaning and moistening concrete;

the second step is that: the template 5, the back edge 6 and the positioning ribs are installed;

the third step: installing a first clamp 1, a second clamp 2 and a third clamp 3 (the distance between every two clamps is 500mm, and can be adjusted according to actual conditions);

the fourth step: wedging and fastening each clamp by using a pin 8;

the fifth step: pouring reverse ridge concrete;

and a sixth step: and (5) sequentially dismantling the clamps after final setting, and finally dismantling the template. The dismantled clamp can be reused.

Above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the design of the present invention, equivalent replacement or change should be covered within the protection scope of the present invention.

Claims

1. The utility model provides a be used for reinforced (rfd) structure of anti-bank template of concrete, its characterized in that, including first anchor clamps (1), second anchor clamps (2), third anchor clamps (3), the bilateral symmetry of anti-bank (4) is equipped with template (5), the outside of template (5) is equipped with back of the body stupefied (6), first anchor clamps (1) symmetry sets up the both sides of anti-bank (4), first anchor clamps (1) with template (5) will back of the body stupefied (6) clamp in the centre template (5) with the top of anti-bank (4) is equipped with second anchor clamps (2), the both ends of second anchor clamps (2) respectively with the connection can be dismantled in first anchor clamps (1) of the both sides of anti-bank (4) the bilateral symmetry of the bottom of anti-bank (4) is equipped with third anchor clamps (3), the one end of third anchor clamps (3) top is in template (5), the other end with the connection can be dismantled in the bottom of first anchor clamps (1).

2. The structure for reinforcing the concrete reversed sill formwork according to claim 1, characterized in that the first clamp (1) is a hollow structure, and both ends of the second clamp (2) respectively pass through the first clamps (1) at both sides and then freely extend.

3. The structure for reinforcing the concrete reversed sill formwork according to claim 1, characterized in that pin holes (7) are formed in the first jig (1), the second jig (2) and the third jig (3), a pin (8) penetrates through the pin holes (7) to detachably connect the first jig (1) and the second jig (2), and similarly, a pin (8) detachably connects the first jig (1) and the third jig (3).

4. A structure for reinforcement of concrete reversed kana formwork according to claim 3, characterized in that the pin holes (7) are a plurality of evenly distributed rectangular through holes.

5. A structure for reinforcement of concrete reversed sill formwork according to claim 4, characterized in that said pins (8) are wedge-shaped and one of the corners is a right angle.