Fabricated concrete plate wall reinforcing mechanism

Abstract

The utility model discloses an assembly type concrete plate wall reinforcing mechanism which comprises a first wall body and a reinforcing mechanism body. A wall body II is placed at the right end of the wall body I; the reinforcing mechanism comprises a circular ring, supporting arms, rotating shafts, U-shaped blocks, supporting strips, rivets and fixing blocks, the fixing blocks are installed on the rear side faces of the first wall body and the second wall body through the evenly-distributed rivets, the supporting strips are arranged on the rear side faces of the fixing blocks, the U-shaped blocks are arranged in the middles of the supporting strips, the supporting arms are rotationally connected to the interiors of the U-shaped blocks through the rotating shafts, and the supporting arms are connected with the fixing blocks through the rivets. The reinforcing mechanism further comprises a circular disc, a limiting hole and a plug pin, according to the fabricated concrete plate wall reinforcing mechanism, triple reinforcing on the concrete plate wall is achieved, the reinforcing effect is better, meanwhile, reinforcing stress points are more uniform, the strength of the concrete plate wall is improved, and the strength of the concrete plate wall is improved. And concrete board walls with different angles can be conveniently adjusted to be reinforced.

Description

TECHNICAL FIELD

[0001] The utility model relates to concrete slab wall reinforcing technical field, concretely is a kind of prefabricated concrete slab wall reinforcing mechanism. BACKGROUND

[0002] Prefabricated concrete building refers to the reinforced concrete prefabricated component of factory production, and the concrete structure type house building is designed and constructed by the way of on-site assembly. Generally divided into two categories: full assembly building and partial assembly building. Full assembly building is generally low-rise or low seismic fortification requirement multistory building. The main components of partial assembly building are generally prefabricated components, which are connected by cast-in-place concrete on site to form a building with assembled monolithic structure. The characteristics of the building are fast construction speed, conducive to winter construction, high production efficiency, good product quality and reduced material loss.

[0003] Some of the existing prefabricated concrete slab wall reinforcing mechanisms usually use two metal support bars to reinforce the slab wall through rivets.

[0004] There are some problems. The traditional prefabricated concrete slab wall reinforcing mechanism has a single fixing position and poor fixing effect. When different height wallboards appear, the wallboard fixing stress points are uneven. When diagonal wallboards appear, other reinforcing mechanisms need to be replaced. Therefore, we propose a prefabricated concrete slab wall reinforcing mechanism. INVENTION CONTENTS

[0005] The technical problem to be solved by the utility model is to overcome the defects of the prior art and provide a prefabricated concrete slab wall reinforcing mechanism, which realizes threefold reinforcement of the concrete slab wall, has better reinforcement effect, and has more uniform reinforcement stress points. It is convenient to adjust the reinforcement of concrete slab walls of different angles and can effectively solve the problems in the background art.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical scheme: a prefabricated concrete slab wall reinforcing mechanism, comprising a wall body one and a reinforcing mechanism.

[0007] The wall body one has a wall body two placed at its right end.

[0008] The reinforcing mechanism includes a circular ring, a support arm, a pivot, a U-shaped block, a support bar, a rivet and a fixing block. The fixing blocks are installed on the back sides of the wall body one and the wall body two through evenly distributed rivets. The back sides of the fixing blocks are each provided with a support bar. The middle parts of the support bars are each provided with a U-shaped block. The U-shaped blocks are each rotationally connected with a support arm through a pivot. The support arms on the back side of the wall body two are each fixedly connected with a circular ring between the horizontally adjacent support arms on the back side of the wall body two. The prefabricated concrete slab wall reinforcing mechanism realizes threefold reinforcement of the concrete slab wall, has better reinforcement effect, and has more uniform reinforcement stress points. It is convenient to adjust the reinforcement of concrete slab walls of different angles.

[0009] Furthermore, the reinforcement mechanism also includes a circular disc, limiting holes, and pins. The circular disc is respectively disposed on the upper end of the rotating shaft. The upper surface of the support arm away from the circular ring is provided with evenly distributed limiting holes. The edge of the circular disc and the upper end of the U-shaped block are provided with insertion holes. Pins are inserted into the insertion holes. The lower end of the pins is inserted into the vertically adjacent limiting holes to provide self-locking.

[0010] Furthermore, the reinforcement mechanism also includes an internal threaded cylinder and a lead screw. The internal threaded cylinder is rotatably connected to the inside of the ring, and each internal threaded cylinder is connected to the external thread of a lead screw to facilitate adjustment of the fixed spacing.

[0011] Furthermore, the system also includes circular limiting plates, which are respectively disposed at the upper and lower ends of the lead screw to provide limiting.

[0012] Furthermore, the reinforcement mechanism also includes a dial, and the upper outer wall of the internally threaded cylinder is fixedly connected to the dial to facilitate adjustment of the fixed spacing.

[0013] Furthermore, the reinforcement mechanism also includes annular baffles. Annular baffles are fixedly connected to the lower outer wall of each internally threaded cylinder. The annular baffles are located at the lower end of the rings on the same internally threaded cylinder, which helps to prevent the rings from falling off.

[0014] Furthermore, the diameter of the circular limiting plate is larger than the inner diameter of the internally threaded cylinder, providing a limiting function.

[0015] Compared with the prior art, the beneficial effects of this utility model are as follows: This prefabricated concrete panel wall reinforcement mechanism has the following advantages:

[0016] 1. The worker first aligns the opposing surfaces of Wall 1 and Wall 2, securing them with cement or other fixing materials. To better secure the concrete slab walls, the worker turns the bottom dial counterclockwise. The dial rotates, causing the bottom threaded cylinder to rotate downwards. Simultaneously, the internal threaded cylinder moves the ring downwards, which in turn moves the support arms at both ends downwards. The two support arms then move the fixing blocks to the lower ends of Wall 1 and Wall 2 respectively. Rivets are then passed through the fixing blocks, ensuring the rivet tips contact the surfaces of Wall 1 and Wall 2 for fixation. Next, the worker turns the middle dial clockwise, moving the middle fixing block to the middle of Wall 1 and Wall 2, thus securing the concrete slab walls. Fix the middle part of the second body, then turn the dial at the top clockwise to move the upper fixing block to the top of the first and second walls respectively, and fix the upper part of the first and second walls. When fixing the diagonal concrete slab wall, pull out the pins respectively, then rotate the fixing block to the angle corresponding to the slab wall, and then insert the pin into the limiting hole so that the pin passes through the U-shaped block and the support arm to fix the fixing block. Then, the front end of the rivet contacts the surface of the first and second walls to fix the slab wall, realizing triple reinforcement of the concrete slab wall, which has a better reinforcement effect and more uniform reinforcement force points, and is easy to adjust to reinforce concrete slab walls at different angles. Attached Figure Description

[0017] Fig. 1 This is a schematic diagram of the structure of this utility model;

[0018] Fig. 2 This is an enlarged structural diagram of point A in this utility model;

[0019] Fig. 3 This is an enlarged structural diagram of section B of the present invention.

[0020] In the diagram: 1 Wall 1, 2 Wall 2, 3 Reinforcing Mechanism, 301 Screw Rod, 302 Circular Limiting Plate, 303 Internal Threaded Cylinder, 304 Dial, 305 Annular Baffle, 306 Ring, 307 Support Arm, 308 Rotating Shaft, 309 Circular Disc, 310 Limiting Hole, 311 Pin, 312 U-shaped Block, 313 Support Strip, 314 Rivet, 315 Fixing Block. Detailed Implementation

[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0022] Please see Figs. 1-3 This embodiment provides a technical solution: a prefabricated concrete slab wall reinforcement mechanism, including a wall body 1 and a reinforcement mechanism 3;

[0023] Wall 1: Wall 2 is placed at its right end;

[0024] Reinforcing mechanism 3 includes a ring 306, a support arm 307, a rotating shaft 308, a U-shaped block 312, a support bar 313, rivets 314, and a fixing block 315. The fixing blocks 315 are respectively installed on the rear sides of wall 1 and wall 2 by evenly distributed rivets 314. Each fixing block 315 has a support bar 313 on its rear side, and each support bar 313 has a U-shaped block 312 in the middle. The U-shaped block 312 is rotatably connected to the support arm 307 through the rotating shaft 308. The support arm 307 on the rear side of wall 2 and the horizontally adjacent support arm 307 on the rear side of wall 2 are fixedly connected by a ring 306. The reinforcing mechanism 3 also includes a circular disc 309, a limiting hole 307, and a pin 311. The circular disc 309 is respectively set on the rotating shaft 308. At the upper end of the 8, the upper surface of the support arm 307 away from the ring 306 is provided with evenly distributed limiting holes 310. The edge of the circular disc 309 and the upper end of the U-shaped block 312 are provided with insertion holes. The insertion holes are all fitted with pins 311. The lower ends of the pins 311 are all fitted with vertically adjacent limiting holes 310. The reinforcement mechanism 3 also includes an internal threaded cylinder 303 and a lead screw 301. The internal threaded cylinder 303 is rotatably connected to the inside of the ring 306. The internal threaded cylinder 303 is threaded to the outside of a lead screw 301. It also includes a circular limiting plate 302, which is respectively set at the upper and lower ends of the lead screw 301. The reinforcement mechanism 3 also includes a dial 304. The upper outer wall of the internal threaded cylinder 303 is fixedly connected with a dial. The reinforcing mechanism 3 also includes an annular baffle 305. The lower outer wall of the internally threaded cylinder 303 is fixedly connected to the annular baffle 305. The annular baffle 305 is located at the lower end of the ring 306 on the same internally threaded cylinder 303. The diameter of the circular limiting plate 302 is larger than the inner diameter of the internally threaded cylinder 303. Workers first align the opposing surfaces of wall 1 and wall 2, and then fix them with cement or other fixing materials. To better fix the concrete slab wall, the lowest dial 304 is turned counterclockwise. The dial 304 rotates, causing the lowest internally threaded cylinder 303 to rotate downwards. Simultaneously, the internally threaded cylinder 303 rotates downwards, causing the ring 306 to move downwards. The ring 306 then causes the support arms 307 at both ends to move downwards. Two support arms 307 move the fixing blocks 315 to the lower ends of wall 1 and wall 2 respectively. Rivets 314 pass through the fixing blocks 315, with the front ends of the rivets 314 contacting the surfaces of wall 1 and wall 2 for fixation. Then, the central dial 304 is turned clockwise to move the central fixing blocks 315 to the middle of wall 1 and wall 2, fixing the middle of wall 1 and wall 2. Then, the upper dial 304 is turned clockwise to move the upper fixing blocks 315 to the upper ends of wall 1 and wall 2, fixing the upper parts of wall 1 and wall 2. When fixing diagonal concrete slab walls, the pins 311 are pulled out, and then the fixing blocks 315 are rotated.Rotate the fixing block 315 to an angle corresponding to the wall panel, then insert the pin 311 into the limiting hole 310, so that the pin 311 passes through the U-shaped block 312 and the support arm 307, thus fixing the fixing block 315. Then, make contact between the front end of the rivet 314 and the surfaces of the wall panel 1 and the wall panel 2 to fix the wall panel.

[0025] The working principle of the prefabricated concrete panel wall reinforcement mechanism provided by this utility model is as follows: First, the worker aligns the opposing surfaces of wall 1 and wall 2, and fixes them with cement or other fixing materials. To better fix the concrete panel wall, the lowest dial 304 is turned counterclockwise. The dial 304 rotates, causing the lowest threaded cylinder 303 to rotate downwards. Simultaneously, the internal threaded cylinder 303 rotates downwards, causing the ring 306 to move downwards. The ring 306 then moves the support arms 307 at both ends downwards. The two support arms 307 move the fixing blocks 315 to the lower ends of wall 1 and wall 2, respectively. Rivets 314 are then passed through the fixing blocks 315, with the front end of the rivet 314 contacting the surfaces of wall 1 and wall 2 for fixation. Then, the dial is turned clockwise... The dial 304 in the middle moves the fixing block 315 to the middle of wall 1 and wall 2, fixing the middle of wall 1 and wall 2. Then, the dial 304 at the top is turned clockwise to move the fixing block 315 at the top of wall 1 and wall 2, fixing the top of wall 1 and wall 2. When fixing a diagonal concrete slab wall, the pin 311 is pulled out, and the fixing block 315 is rotated to the angle corresponding to the slab wall. Then, the pin 311 is inserted into the limiting hole 310, so that the pin 311 passes through the U-shaped block 312 and the support arm 307, fixing the fixing block 315. Then, the front end of the rivet 314 contacts the surface of wall 1 and wall 2, fixing the slab wall.

[0026] The above description is merely an embodiment of this utility model and does not limit the patent scope of this utility model. Any equivalent structural or procedural transformations made based on the content of this utility model specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this utility model.

Claims

1. A fabricated concrete panel wall reinforcement mechanism, characterized by: It includes wall body one (1) and reinforcing mechanism (3); Wall body one (1): its right end is placed with wall body two (2); Reinforcing mechanism (3): it includes circular ring (306), support arm (307), pivot (308), U-shaped block (312), support strip (313), rivet (314) and fixed block (315), the fixed block (315) is installed on the back side of wall body one (1) and wall body two (2) through evenly distributed rivets (314) respectively, the back side of fixed block (315) is provided with support strip (313), the middle part of support strip (313) is provided with U-shaped block (312), U-shaped block (312) is rotatably connected with support arm (307) through pivot (308) inside, the support arm (307) on the back side of wall body two (2) and the support arm (307) horizontally adjacent to the back side of wall body two (2) are fixedly connected with circular ring (306).

2. The prefabricated concrete slab wall reinforcing mechanism according to claim 1, characterized in that: The reinforcing mechanism (3) further includes circular disc (309), limiting hole (310) and bolt (311), the circular disc (309) is arranged at the upper end of the pivot (308), the upper surface of the end of the support arm (307) away from the circular ring (306) is provided with evenly distributed limiting holes (310), the edge of the circular disc (309) and the upper end of the U-shaped block (312) are provided with insertion holes, the insertion holes are inserted with bolts (311), and the lower ends of the bolts (311) are inserted with vertically adjacent limiting holes (310).

3. The prefabricated concrete slab wall reinforcing mechanism according to claim 1, wherein: The reinforcing mechanism (3) further includes internal thread cylinder (303) and lead screw (301), the inner part of the circular ring (306) is rotatably connected with the internal thread cylinder (303), and the internal thread cylinder (303) is in external thread connection with one lead screw (301).

4. The prefabricated concrete slab wall reinforcing mechanism according to claim 3, wherein: The reinforcing mechanism (3) further includes circular limiting plate (302), and the circular limiting plate (302) is arranged at the upper and lower ends of the lead screw (301).

5. The prefabricated concrete slab wall reinforcing mechanism according to claim 3, wherein: The reinforcing mechanism (3) further includes dial (304), and the upper end outer wall of the internal thread cylinder (303) is fixedly connected with the dial (304).

6. The prefabricated concrete slab wall reinforcing mechanism according to claim 3, wherein: The reinforcing mechanism (3) further includes annular baffle (305), and the lower end outer wall of the internal thread cylinder (303) is fixedly connected with the annular baffle (305), and the annular baffle (305) is located at the lower end of the circular ring (306) on the same internal thread cylinder (303).

7. The prefabricated concrete panel wall reinforcing mechanism according to claim 4, wherein: The diameter of the circular limiting plate (302) is greater than the inner diameter of the internal thread cylinder (303).

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