Efficient reinforced concrete prefabricated part

Abstract

The utility model relates to the technical field of building construction, and provides an efficient reinforced concrete prefabricated component which comprises a component plate, a first clamping plate is fixedly installed on one side of the component plate, a plurality of pouring holes are formed in the outer surface of the first clamping plate, and a second clamping plate is fixedly installed on the side, away from the first clamping plate, of the component plate. Two or more component plates are spliced together, the first clamping plate and the second clamping plate are clamped and sleeved together, gaps between the component plates can be reduced, concrete is poured through the multiple pouring holes to connect the component plates, and after the concrete is solidified, the two or more component plates can be spliced together. A plurality of first connecting steel bars are transversely, evenly and equidistantly arranged in the component plate, a plurality of second connecting steel bars are longitudinally, evenly and equidistantly arranged in the component plate, and the first connecting steel bars and the second connecting steel bars are staggered and reinforced through concrete. And the bearing capacity and the stability of the component plate are improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to an efficient reinforced concrete precast component. Background Art

[0002] A reinforced concrete precast component refers to a reinforced concrete structural member that is prefabricated in a factory and then transported to a construction site for installation. These components usually contain a pre-embedded steel reinforcement cage and are formed in a mold by injecting concrete. After sufficient curing to reach the predetermined strength, they are demolded, inspected, and transported.

[0003] However, in the prior art, when assembling reinforced concrete precast slabs, concrete is usually used to fill the gaps between the assemblies. However, after filling, the concrete is prone to falling and breaking, which reduces the connectivity and stability of the reinforced concrete precast slabs to a certain extent. Moreover, the stability of multiple reinforced concrete precast slabs after assembly is poor, which reduces the overall bearing capacity and stability, posing a certain safety hazard. Summary of the Utility Model

[0004] The purpose of the utility model is to solve the problems existing in the prior art that when assembling reinforced concrete precast slabs, concrete is usually used to fill the gaps between the assemblies. However, after filling, the concrete is prone to falling and breaking, which reduces the connectivity and stability of the reinforced concrete precast slabs to a certain extent. Moreover, the stability of multiple reinforced concrete precast slabs after assembly is poor, which reduces the overall bearing capacity and stability, posing a certain safety hazard.

[0005] To achieve the above purpose, the utility model adopts the following technical scheme: An efficient reinforced concrete precast component, comprising: a component board, one side of the component board is fixedly installed with a first clamping board, a plurality of pouring holes are formed on the outer surface of the first clamping board, the other side of the component board away from the first clamping board is fixedly installed with a second clamping board, and further comprising:

[0006] A plurality of strengthening holes are formed on the outer surfaces of the first clamping board, the second clamping board, and the component board;

[0007] A plurality of strengthening steel bars are equally spaced and horizontally penetrate through the interiors of the plurality of strengthening holes.

[0008] Preferably, a plurality of first connecting steel bars are fixedly installed horizontally and equidistantly through the interiors of the component board, the first clamping board, and the second clamping board, and the plurality of first connecting steel bars intersect with the strengthening steel bars evenly.

[0009] The technical effect of adopting the above further scheme is that the strengthening steel bars can connect multiple component boards together, improving the connectivity and stability of the component boards.

[0010] Preferably, a plurality of second connecting steel bars are fixedly installed longitudinally through the inside of the component plate at equal intervals, and the first connecting steel bars and the second connecting steel bars are arranged horizontally and vertically in a staggered manner.

[0011] The technical effect of adopting the above further scheme is that the first connecting steel bars and the second connecting steel bars can improve the bearing capacity and firmness of the component plate.

[0012] Preferably, a connecting rib is fixedly installed at the center of the top of the component plate, and a plurality of connecting holes are formed on the outer surface of the connecting rib.

[0013] The technical effect of adopting the above further scheme is that the connecting ribs can be connected together through the connecting holes, improving the stability and bearing capacity of the overall structure of the component plate.

[0014] Preferably, cross bars are arranged inside a plurality of the connecting holes, and fixing bolts are threadedly installed at both ends of a plurality of the cross bars.

[0015] The technical effect of adopting the above further scheme is that the cross bars can connect a plurality of component plates, improving their connectivity.

[0016] Preferably, pouring ports are formed on both sides of the top of the component plate close to the connecting rib, and the two pouring ports are symmetrical.

[0017] The technical effect of adopting the above further scheme is that the concrete can be poured through the pouring ports to fix the reinforcing steel bars.

[0018] Preferably, connecting rings are fixedly installed at the four corners of the top of the component plate, and a plurality of the connecting rings are symmetrical.

[0019] The technical effect of adopting the above further scheme is that the component plates can be hoisted and spliced through the connecting rings, and installing the connecting rings at the four corners can improve the stability during hoisting.

[0020] Compared with the prior art, the advantages and positive effects of the present utility model are as follows.

[0021] 1. In the present utility model, two or more component plates are assembled together, so that the first clamping plate and the second clamping plate are sleeved together, which can reduce the gaps between the component plates. The component plates are connected by pouring concrete through a plurality of pouring holes. After the concrete solidifies, two or more component plates can be assembled together, and the connection part is not prone to breakage or insecure connection. Inside the component plates, a plurality of first connecting steel bars are arranged horizontally at equal intervals and a plurality of second connecting steel bars are arranged longitudinally at equal intervals, and the plurality of first connecting steel bars and the second connecting steel bars intersect. The concrete is used to reinforce them, improving the bearing capacity and stability of the component plates.

[0022] 2. In this utility model, multiple reinforcing bars penetrate through the first clamping plate, the second clamping plate and the component plate, which can connect and reinforce two or more component plates, improve the connectivity and stability between multiple component plates. The multiple reinforcing bars intersect with the first connecting bar, which can improve the bearing capacity of the component plate. Concrete is poured through the pouring port to reinforce the reinforcing bars. Connecting ribs are arranged at the top of the component plate, and multiple connecting ribs can be connected through a cross bar and fixed and limited by fixing bolts, so as to improve the connectivity between multiple component plates. Connecting rings are fixedly installed at the four corners of the component plate, and the component plate can be hoisted and spliced through the connecting rings. Installing connecting rings at the four corners can improve the stability during hoisting. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 FIG. is a schematic structural diagram of an efficient reinforced concrete precast component proposed by the present utility model;

[0024] Figure 2 FIG. is a schematic side view structural diagram of an efficient reinforced concrete precast component proposed by the present utility model;

[0025] Figure 3 FIG. is an exploded structural diagram of an efficient reinforced concrete precast component proposed by the present utility model;

[0026] Figure 4 FIG. is a schematic sectional view structural diagram of an efficient reinforced concrete precast component proposed by the present utility model.

[0027] LEGEND DESCRIPTION:

[0028] 1. Component plate; 101. Connecting rib; 102. Cross bar; 103. Fixing bolt; 104. Second connecting bar; 105. First connecting bar; 106. Reinforcing bar; 107. First clamping plate; 108. Second clamping plate; 109. Connecting ring; 110. Pouring hole; 111. Pouring port; 112. Connecting hole; 113. Reinforcing hole. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0029] In order to more clearly understand the above objects, features and advantages of the present utility model, the present utility model will be further described below with reference to the drawings and embodiments. It should be noted that, without conflict, the embodiments of the present application and the features in the embodiments can be combined with each other.

[0030] In the following description, many specific details are set forth in order to fully understand the present utility model. However, the present utility model can also be implemented in other ways different from those described herein. Therefore, the present utility model is not limited by the specific embodiments disclosed in the following specification.

[0031] Embodiment 1, as Figures 1-4As shown in the figure, the utility model provides an efficient reinforced concrete precast member, including: a member plate 1, a first clamping plate 107 is fixedly installed on one side of the member plate 1, a plurality of pouring holes 110 are formed on the outer surface of the first clamping plate 107, a second clamping plate 108 is fixedly installed on the side of the member plate 1 away from the first clamping plate 107, and further includes: a plurality of reinforcing holes 113, which are all formed on the outer surfaces of the first clamping plate 107, the second clamping plate 108 and the member plate 1; a plurality of reinforcing steel bars 106, which are evenly and horizontally penetrated through the interiors of the plurality of reinforcing holes 113 at equal intervals; a plurality of connecting steel bars 105 are fixedly installed horizontally and evenly at equal intervals inside the member plate 1, the first clamping plate 107 and the second clamping plate 108, and the plurality of connecting steel bars 105 intersect with the reinforcing steel bars 106 evenly; a plurality of connecting steel bars 104 are fixedly installed vertically and evenly at equal intervals inside the member plate 1, and the connecting steel bars 105 and the connecting steel bars 104 are arranged horizontally and vertically in a staggered manner.

[0032] In this embodiment, two or more member plates 1 are assembled together, so that the first clamping plate 107 and the second clamping plate 108 are sleeved together, which can reduce the gap between the member plates 1. The member plates 1 are connected by pouring concrete through the plurality of pouring holes 110. After the concrete solidifies, two or more member plates 1 can be assembled together, and the connection part is not easy to break or be poorly connected. A plurality of connecting steel bars 105 are horizontally and evenly arranged at equal intervals inside the member plate 1 respectively, and a plurality of connecting steel bars 104 are vertically and evenly arranged at equal intervals. The plurality of connecting steel bars 105 and the connecting steel bars 104 intersect, and are reinforced by concrete, so the bearing capacity and stability of the member plate 1 are improved.

[0033] Embodiment 2, as Figures 1-4 As shown in the figure, a connecting rib 101 is fixedly installed at the center of the top of the member plate 1, and a plurality of connecting holes 112 are formed on the outer surface of the connecting rib 101; a cross bar 102 is arranged inside each of the plurality of connecting holes 112, and fixing bolts 103 are threadedly installed at both ends of the plurality of cross bars 102; pouring ports 111 are formed on both sides of the top of the member plate 1 close to the connecting rib 101, and the two pouring ports 111 are symmetrical; connecting rings 109 are fixedly installed at the four corners of the top of the member plate 1, and the plurality of connecting rings 109 are symmetrical.

[0034] In this embodiment, a plurality of reinforcing bars 106 penetrate through the first clamping plate 107, the second clamping plate 108 and the component plate 1, so as to connect and reinforce two or more component plates 1, improve the connectivity and stability between the plurality of component plates 1. The plurality of reinforcing bars 106 intersect with the first connecting bar 105, which can improve the bearing capacity of the component plate 1. The reinforcing bars 106 are reinforced by pouring concrete through the pouring port 111. The top of the component plate 1 is provided with connecting ribs 101. The plurality of connecting ribs 101 can be connected by a cross bar 102 and fixed and limited by fixing bolts 103, so as to improve the connectivity between the plurality of component plates 1. Connecting rings 109 are fixedly installed at the four corners of the component plate 1. The component plate 1 can be hoisted and spliced through the connecting rings 109. Installing connecting rings 109 at the four corners can improve the stability during hoisting.

[0035] Working principle: During use, two or more component plates 1 are assembled together so that the first clamping plate 107 and the second clamping plate 108 are sleeved together, which can reduce the gap between the component plates 1. The component plates 1 are connected by pouring concrete through a plurality of pouring holes 110. After the concrete solidifies, two or more component plates 1 can be assembled together, and the connection part is not easy to break or be loosely connected. Inside the component plate 1, a plurality of first connecting bars 105 are horizontally and evenly arranged at equal intervals and a plurality of second connecting bars 104 are vertically and evenly arranged at equal intervals. The plurality of first connecting bars 105 and the second connecting bars 104 intersect and are reinforced by concrete, so as to improve the bearing capacity and stability of the component plate 1. A plurality of reinforcing bars 106 penetrate through the first clamping plate 107, the second clamping plate 108 and the component plate 1, so as to connect and reinforce two or more component plates 1, improve the connectivity and stability between the plurality of component plates 1. The plurality of reinforcing bars 106 intersect with the first connecting bar 105, which can improve the bearing capacity of the component plate 1. The reinforcing bars 106 are reinforced by pouring concrete through the pouring port 111. The top of the component plate 1 is provided with connecting ribs 101. The plurality of connecting ribs 101 can be connected by a cross bar 102 and fixed and limited by fixing bolts 103, so as to improve the connectivity between the plurality of component plates 1. Connecting rings 109 are fixedly installed at the four corners of the component plate 1. The component plate 1 can be hoisted and spliced through the connecting rings 109. Installing connecting rings 109 at the four corners can improve the stability during hoisting.

[0036] The above is only a preferred embodiment of the present invention, and does not limit the present invention in other forms. Any person skilled in the art may use the disclosed technical content to make changes or modifications into equivalent embodiments with equivalent changes and apply them to other fields. However, as long as it does not depart from the technical content of the technical solution of the present invention, any simple modification, equivalent change and modification made to the above embodiments based on the technical essence of the present invention still belong to the protection scope of the technical solution of the present invention.

Claims

1. A high-efficiency reinforced concrete prefabricated component, comprising: A component plate (1), wherein a first clamping plate (107) is fixedly mounted on one side of the component plate (1), a plurality of casting holes (110) are provided on the outer surface of the first clamping plate (107), and a second clamping plate (108) is fixedly mounted on the side of the component plate (1) away from the first clamping plate (107), characterized in that it further comprises: A plurality of reinforcement holes (113) are provided on the outer surfaces of the first clamping plate (107), the second clamping plate (108) and the component plate (1); A plurality of reinforcing steel bars (106) are equidistantly and laterally penetrate the interior of the plurality of reinforcing holes (113).

2. The high-efficiency reinforced concrete prefabricated component according to claim 1, characterized in that: A plurality of connecting steel bars (105) are evenly and equidistantly installed transversely through the component plate (1), the first clamping plate (107) and the second clamping plate (108), and the plurality of connecting steel bars (105) are evenly reinforced with steel bars (106) staggered.

3. The high-efficiency reinforced concrete prefabricated component according to claim 2, characterized in that: A plurality of second connecting steel bars (104) are evenly and equidistantly installed longitudinally through the interior of the component plate (1), and the first connecting steel bars (105) and the second connecting steel bars (104) are arranged in a staggered manner in the horizontal and vertical directions.

4. The high-efficiency reinforced concrete prefabricated component according to claim 3 is characterized in that: A connecting rib (101) is fixedly mounted at the top center of the component plate (1), and a plurality of connecting holes (112) are provided on the outer surface of the connecting rib (101).

5. The high-efficiency reinforced concrete prefabricated component according to claim 4, characterized in that: A cross bar (102) is disposed inside each of the plurality of connection holes (112), and fixing bolts (103) are threadedly mounted on both ends of each of the plurality of cross bars (102).

6. The high-efficiency reinforced concrete prefabricated component according to claim 5, characterized in that: A pouring port (111) is provided on both sides of the top of the component plate (1) close to the connecting rib (101), and the two pouring ports (111) are symmetrical.

7. The high-efficiency reinforced concrete prefabricated component according to claim 6, characterized in that: Connecting rings (109) are fixedly mounted at the four corners of the top of the component plate (1), and a plurality of the connecting rings (109) are symmetrical.

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