CN219569334U - Assembled tube sealing prefabricated plate - Google Patents

Abstract

The utility model discloses an assembled pipe-sealing prefabricated slab, which comprises a slab body formed by pouring steel and concrete, wherein the slab body consists of a bottom plate and side plates at two sides, and the side plates at two sides are arranged in parallel and opposite; the grouting through hole is formed in the plate body, is similar to the plate body in shape, and penetrates from the side plate at one end to the bottom plate and then to the side plate at the other end; reinforcing steel bars are further arranged in the plate body. The beneficial effects of the utility model are as follows: the prefabricated plate can improve the connection safety coefficient between the prefabricated plate and the beam.

Description

Assembled tube sealing prefabricated plate

Technical Field

The utility model relates to the field of buildings, in particular to an assembled tube sealing prefabricated slab.

Background

The prefabricated slab is a floor slab used in early building. I.e. the module or panel to be used for the engineering. Because the prefabricated concrete member is produced and formed in the prefabricated field and is directly transported to a construction site for installation, the prefabricated plate is called. When the prefabricated plate is manufactured, the hollow model is firstly nailed by the wood plate, the hollow part is filled with cement after the reinforcing steel bars are distributed in the hollow part of the model, the wood plate is knocked out after the hollow part is dried, and the rest is the prefabricated plate. Prefabricated panels are used in many applications in construction, such as cement panels covered by ditches beside roads, and cement panels with insulation on roofs are prefabricated panels. Well-known precast slabs are generally rectangular members formed by casting reinforced concrete, are vertically placed for wall applications, and are horizontally placed for floor applications; the connection between the precast slab and the beam is generally the simplest lap joint type when the precast slab is used as a wallboard or a floor slab, and the safety coefficient is low; therefore, a new type of prefabricated panel is needed to use a safer connection method, and the connection safety coefficient between the prefabricated panel and the beam is improved.

Disclosure of Invention

In order to overcome the defects in the prior art, the utility model provides an assembled tube sealing prefabricated plate, which can improve the safety coefficient of connection between the prefabricated plate and a beam.

The technical scheme adopted for solving the technical problems is as follows: the assembled pipe sealing precast slab comprises a slab body formed by pouring steel and concrete, wherein the slab body consists of a bottom plate and side plates at two sides, and the side plates at two sides are arranged in parallel and opposite; the grouting through hole is formed in the plate body, is similar to the plate body in shape, and penetrates from the side plate at one end to the bottom plate and then to the side plate at the other end; reinforcing steel bars are further arranged in the plate body.

In the above structure, the reinforcing bars are arranged along the length direction of the plate body.

In the structure, the reinforcing steel bars are uniformly arranged at grouting through holes in the bottom plate and the side plates.

In the above structure, the diameter of the reinforcing steel bar is 16mm.

In the above structure, the number of the reinforcing bars is 5.

In the above structure, the bottom plate is further provided with a pipe.

The beneficial effects of the utility model are as follows: the prefabricated plate can improve the connection safety coefficient of the prefabricated plate and the beam.

Drawings

Fig. 1 is a schematic structural view of an assembled tube sealing prefabricated slab according to the present utility model.

Fig. 2 is a schematic structural view of an assembled tube sealing prefabricated slab according to the present utility model.

Fig. 3 is a schematic view showing an installation structure of an assembled tube sealing prefabricated panel according to the present utility model.

Fig. 4 is a schematic diagram of an installation structure of an assembled tube sealing prefabricated slab according to the present utility model.

Fig. 5 is a schematic view showing an installation structure of an assembled tube sealing prefabricated panel according to the present utility model.

Detailed Description

The utility model will be further described with reference to the drawings and examples.

The conception, specific structure, and technical effects produced by the present utility model will be clearly and completely described below with reference to the embodiments and the drawings to fully understand the objects, features, and effects of the present utility model. It is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments, and that other embodiments obtained by those skilled in the art without inventive effort are within the scope of the present utility model based on the embodiments of the present utility model. In addition, all the coupling/connection relationships referred to in the patent are not direct connection of the single-finger members, but rather, it means that a better coupling structure can be formed by adding or subtracting coupling aids depending on the specific implementation. The technical features in the utility model can be interactively combined on the premise of no contradiction and conflict.

Referring to fig. 1 to 2, the utility model discloses an assembled pipe-sealing prefabricated slab, which specifically comprises a slab body 10 formed by pouring steel and concrete, wherein the slab body 10 consists of a bottom plate 101 and side plates 102 at two sides, and the side plates 102 at two sides are oppositely arranged in parallel, so that the overall structure of the prefabricated slab is similar to a C shape.

The grouting through hole 103 is arranged in the plate body 10, and the grouting through hole 103 starts from the side plate 102 at one end, then reaches the bottom plate 101 and finally reaches the side plate 102 at the other end, namely, the shape of the grouting through hole 103 is similar to that of the precast slab body 10.

The inside of the plate body 10 is also provided with reinforcing bars 104, in this embodiment 5 reinforcing bars 104 with a diameter of 16mm are provided, and other numbers of reinforcing bars 104 can be provided as required. The reinforcing steel bars 104 are arranged along the length direction of the precast slab body 10, and the reinforcing steel bars 104 are uniformly distributed at grouting through holes 103 in the bottom plate 101 and the side plates 102.

The bottom plate 101 is also provided with a pipe 107. The bottom plate 101 is inside still to be provided with tie bars 107, and tie bars 107 are located in the pipeline 107 both sides of bottom plate 101, set up tie bars 107's diameter in this embodiment and be 6mm, and quantity is 4, can play the effect that prevents prefabricated plate fracture.

Referring to fig. 3, fig. 3 is a view showing the installation of prefabricated panels with the wall body 20. The wall body 20 is provided with a grouting opening 201, the grouting opening 201 can also serve as a grouting outlet 202, and the grouting opening 201 is positioned at one end of the wall body 20. The grouting opening 201 is provided with a reinforcing steel bar with the diameter of 16mm, and the bottom of the wall body can be matched with the precast slab.

Referring to fig. 4, fig. 3 is a schematic view of the wall body 20 and prefabricated panels after being installed in a fitting manner, connected to the structural panels 30 and the masonry adjustable counter-sill 40.

Referring to fig. 5, after the adjustable counter-sill 40 is built on the structural panel 30, it is connected to the wall through the bar-planting having a diameter of 16mm. Be provided with the prefabricated plate in this scheme between wall body 20 and the adjustable anti-bank 40 of building, be provided with in the structural slab 30 and plant the muscle, plant the muscle and run through in the adjustable anti-bank 40 of building, then be connected with wall body 20 through the prefabricated plate. The prefabricated plate can improve the connection safety coefficient of the prefabricated plate and the beam. A construction joint 203 is arranged between the wall bodies 20, and the construction joint 203 is connected by sealing glue.

While the preferred embodiment of the present utility model has been described in detail, the present utility model is not limited to the embodiments, and those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present utility model, and the equivalent modifications or substitutions are included in the scope of the present utility model as defined in the appended claims.

Claims (6)

1. The assembled pipe sealing precast slab is characterized by comprising a slab body formed by pouring steel and concrete, wherein the slab body consists of a bottom plate and side plates at two sides, and the side plates at two sides are arranged in parallel and opposite;

the grouting through hole is formed in the plate body, is similar to the plate body in shape, and penetrates from the side plate at one end to the bottom plate and then to the side plate at the other end; reinforcing steel bars are further arranged in the plate body.

2. A prefabricated pipe-sealing panel according to claim 1, wherein the reinforcing bars are arranged along the length direction of the panel body.

3. An assembled tube sealing prefabricated panel according to claim 2, wherein the reinforcing bars are uniformly arranged at grouting through holes in the bottom plate and the side plates.

4. A prefabricated tube sealing panel according to claim 2 wherein the rebars are 16mm in diameter.

5. A prefabricated tube sealing panel according to claim 2, wherein the number of bars is 5.

6. A prefabricated tube-sealing panel according to claim 1, wherein the base plate is further provided with a pipe.