Extruded sheet reinforcing structure of full-concrete outer wall

Abstract

The utility model discloses a full concrete outer wall extruded sheet reinforcing structure which comprises an extruded sheet, a wall body horizontal rib, a vertical steel bar and a plurality of reinforcing devices, the plurality of reinforcing devices are uniformly arranged at intervals, each reinforcing device comprises a horizontal positioning main rib, two ends of the horizontal positioning main rib abut against a wall body template and are used for controlling the width of a cast-in-place full concrete outer wall; the clamp is fixed at one end of the horizontal positioning main rib, and the clamp is connected with a wall horizontal rib in a clamping manner; the water stop strip is fixedly connected with the horizontal positioning main rib and is arranged on one side of the clamp; wherein the clamp and the water stop strip are both close to one end of the horizontal positioning main reinforcement, and the other end of the horizontal positioning main reinforcement penetrates through the extruded sheet and is bound and fixed with a wall horizontal reinforcement and a vertical reinforcement. The reinforcing device is easy to machine, the position control deviation of the extruded sheet is small, the concrete forming effect is good, and the quality problems that the extruded sheet is exposed and the like are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of residential engineering construction, in particular to a full concrete exterior wall extruded board reinforcement structure. Background Art

[0002] In recent years, in order to ensure the progress of residential construction and complete the delivery work as soon as possible, the country has gradually begun to promote the fast insertion construction system. The main content of the fast insertion construction system is to design the main structure as a full concrete exterior wall with extruded polystyrene boards built in. During the concrete pouring process, the contact of the vibrating rod causes the extruded board to easily deviate, resulting in quality problems such as the exposed extruded board. Therefore, how to firmly fix the extruded board in the wall is a problem that needs to be solved urgently.

[0003] The existing technology currently uses a water-stop screw with a water-stop sheet to fix the extruded plate to the aluminum alloy template. However, the existing technology has the following problems:

[0004] (1) The method of attaching water stop screws to water stop plates has certain limitations. The formwork must be reinforced by tension bolts. If the aluminum alloy formwork uses pull plates to reinforce the formwork wall, this method is not applicable.

[0005] (2) The waterstop plates reinforced by waterstop screws on both sides of the extruded board are large in size. During the installation process, holes need to be opened in the extruded board, and the size of the holes should be slightly larger than the waterstop plates, thereby increasing labor costs. Utility Model Content

[0006] The utility model aims to provide a full concrete exterior wall extruded board reinforcement structure to solve the problems raised in the above background technology.

[0007] To achieve the above-mentioned purpose, the utility model provides a full concrete exterior wall extruded board reinforcement structure, including an extruded board, horizontal wall reinforcements, vertical steel bars and a plurality of reinforcement devices, wherein the plurality of reinforcement devices are evenly spaced, and each reinforcement device includes: a horizontal positioning main reinforcement, both ends of which are pressed against the wall formwork, and are used to control the width of the cast-in-place full concrete exterior wall; a clamp, which is fixed to one end of the horizontal positioning main reinforcement, and the clamp is clamped and connected to the horizontal wall reinforcement; a water stop, which is fixedly connected to the horizontal positioning main reinforcement and is arranged on one side of the clamp; wherein the clamp and the water stop are both close to one end of the horizontal positioning main reinforcement, and the other end of the horizontal positioning main reinforcement passes through the extruded board, and is tied and fixed to the horizontal wall reinforcement and the vertical steel bars.

[0008] In a preferred embodiment, the water stop is a square plate, the horizontal positioning main rib passes through the center of the water stop and is welded to the water stop, and one side of the water stop is against the extruded plate.

[0009] In a preferred embodiment, the clamp is two symmetrically arranged round steel bars, which form an inverted U-shaped groove opening downward with the horizontal positioning main reinforcement. The width of the inverted U-shaped groove matches the diameter of the horizontal reinforcement of the wall, and the horizontal reinforcement of the wall is clamped in the inverted U-shaped groove.

[0010] In a preferred embodiment, two adjacent reinforcement devices are installed in reverse interlaced manner so that the clamp of one reinforcement device is set at the right end of the horizontal positioning main reinforcement, and the clamp of the other adjacent reinforcement device is at the left end of the horizontal positioning main reinforcement.

[0011] In a preferred embodiment, the distance between two adjacent reinforcement devices is 600 mm.

[0012] In a preferred embodiment, the diameter of the horizontal positioning main rib is 10 mm, and the length of the clamp is 30 mm and the diameter is 10 mm.

[0013] Compared with the prior art, the utility model has the following beneficial effects: the utility model is combined with the horizontal positioning ribs of the wall for transformation, the horizontal positioning main ribs are welded with a water stop plate and a clamp on one side, and the other side passes through the extruded board, and the adjacent parts are reinforced in reverse, so that the water stop plates are mutually clamped, and the extruded board is more firmly fixed. The reinforcement device is easy to process, uses local materials, has a small deviation in the position control of the extruded board, has a good concrete molding effect, and has no quality problems such as exposed extruded board. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of the full concrete exterior wall extruded board reinforcement structure of the preferred embodiment of the utility model.

[0015] Figure 2 It is a schematic diagram of the structure of the reinforcement device of the utility model.

[0016] Description of reference numerals:

[0017] 1- horizontal positioning main reinforcement, 2- clamp, 3- water stop, 4- extruded board, 5- horizontal reinforcement of wall, 6- vertical reinforcement. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the utility model are described clearly and completely below. The embodiments of the utility model and all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0019] Example 1

[0020] like Figure 1-2As shown, the utility model provides a full concrete exterior wall extruded board reinforcement structure, including an extruded board 4, horizontal wall reinforcement 5, vertical reinforcement 6 and a plurality of reinforcement devices, the plurality of reinforcement devices are evenly spaced, and each reinforcement device includes: a horizontal positioning main reinforcement 1, a clamp 2 and a water stop 3, both ends of the horizontal positioning main reinforcement 1 are pressed against the wall formwork, and are used to control the width of the cast-in-place full concrete exterior wall. The clamp 2 is fixed to one end of the horizontal positioning main reinforcement 1, and the clamp 2 is connected to the horizontal wall reinforcement 5 by a clamping connection. The water stop 3 is fixedly connected to the horizontal positioning main reinforcement 1 and is arranged on one side of the clamp 2. Among them, the clamp 2 and the water stop 3 are both close to one end of the horizontal positioning main reinforcement 1, and the other end of the horizontal positioning main reinforcement 1 passes through the extruded board 4, and is tied and fixed to the horizontal wall reinforcement 5 and the vertical reinforcement 6.

[0021] In this embodiment, two adjacent reinforcing devices are installed in reverse interlaced manner, so that the clamp 2 of one of the reinforcing devices is arranged at the right end of the horizontal positioning main rib 1, and the clamp 2 of the other adjacent reinforcing device is arranged at the left end of the horizontal positioning main rib 1. The adjacent fixing devices are reinforced in reverse, so that the positioning clamp 2 and the water stop sheet 3 can be stressed on both sides of the extruded board, and the extruded board 4 is fixed firmly.

[0022] Furthermore, the water stop plate 3 is a square plate, the horizontal positioning main reinforcement 1 passes through the center of the water stop plate 3 and is welded to the water stop plate 3 , and one side of the water stop plate 3 is against the extruded plate 4 .

[0023] Furthermore, the clamp 2 is two symmetrically arranged round steel bars, which form an inverted U-shaped groove opening downward with the horizontal positioning main reinforcement 1. The width of the inverted U-shaped groove matches the diameter of the horizontal wall reinforcement 5, and the horizontal wall reinforcement 5 is clamped in the inverted U-shaped groove.

[0024] Example 2

[0025] In this embodiment, the processing method and installation method of the full concrete exterior wall extruded board reinforcement structure are specifically as follows:

[0026] First, the full concrete exterior wall is designed in depth to determine the specific position and spacing of each extruded board. The reinforcement device is arranged and fixed before the wall formwork is installed. The spacing of the extruded board reinforcement device is 600mm, and it is installed in reverse interlaced. The two ends of the horizontal positioning main reinforcement 1 are placed on the wall formwork and painted with anti-rust paint to control the width of the cast-in-place full concrete exterior wall. Two clamps 2 are welded to the positioning main reinforcement 1 to be clamped on the horizontal wall reinforcement 5. The other end of the horizontal positioning reinforcement 1 is tied and fixed with the horizontal wall reinforcement 5 and the vertical reinforcement 6. A water stop 3 is welded on one side of the clamp 2, and the non-clamped end of the horizontal positioning main reinforcement 1 passes through the extruded board 4. The adjacent fixing devices are reinforced in the reverse direction so that the positioning clamp 2 and the water stop 3 can be stressed on both sides of the extruded board, and the extruded board 4 is fixed firmly.

[0027] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A full concrete exterior wall extruded board reinforcement structure, characterized in that: It comprises an extruded board (4), horizontal wall reinforcements (5), vertical reinforcements (6) and a plurality of reinforcement devices, wherein the plurality of reinforcement devices are evenly spaced and each reinforcement device comprises: Horizontal positioning main reinforcement (1), both ends of which are pressed against the wall formwork and are used to control the width of the cast-in-place full concrete exterior wall; A clamp (2) fixed to one end of the horizontal positioning main reinforcement (1), the clamp (2) being connected to the horizontal reinforcement (5) of the wall by clamping; A water stop plate (3), the water stop plate (3) being fixedly connected to the horizontal positioning main reinforcement (1) and being arranged on one side of the clamp (2); The clamp (2) and the water stop plate (3) are both close to one end of the horizontal positioning main reinforcement (1), and the other end of the horizontal positioning main reinforcement (1) passes through the extruded plate (4) and is tied and fixed to the horizontal reinforcement (5) and the vertical reinforcement (6) of the wall.

2. The full concrete exterior wall extruded board reinforcement structure according to claim 1 is characterized in that: The water stop plate (3) is a square plate, the horizontal positioning main rib (1) passes through the center of the water stop plate (3) and is welded to the water stop plate (3), and one side of the water stop plate (3) abuts against the extruded plate (4).

3. The full concrete exterior wall extruded board reinforcement structure according to claim 2 is characterized in that: The clamp (2) is two symmetrically arranged round steel bars, which together with the horizontal positioning main bar (1) form an inverted U-shaped groove opening downwards, the width of the inverted U-shaped groove matches the diameter of the wall horizontal bar (5), and the wall horizontal bar (5) is clamped in the inverted U-shaped groove.

4. The full concrete exterior wall extruded board reinforcement structure according to claim 1 is characterized in that: Two adjacent reinforcement devices are installed in an oppositely interlaced manner, so that the clamp (2) of one reinforcement device is arranged at the right end of the horizontal positioning main reinforcement (1), and the clamp (2) of the other adjacent reinforcement device is arranged at the left end of the horizontal positioning main reinforcement (1).

5. The full concrete exterior wall extruded board reinforcement structure according to claim 4 is characterized in that: The distance between two adjacent reinforcement devices is 600mm.

6. The full concrete exterior wall extruded board reinforcement structure according to claim 1 is characterized in that: The horizontal positioning main rib (1) has a diameter of 10 mm, and the clamp (2) has a length of 30 mm and a diameter of 10 mm.

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