A prefabricated composite reinforced concrete ribbed sandwich slab bent system

Abstract

The application discloses an assembled composite reinforced concrete dense-rib sandwich panel bent frame system, which comprises wall panels and prefabricated sandwich columns between the wall panels, longitudinal extension and recessed connecting grooves are arranged on the two sides of the wall panels, and a protruding post-poured groove is arranged on the upper part of the wall panel, the top of the prefabricated sandwich column is provided with a groove side plate corresponding to the side surface position of the post-poured groove of the wall panel, one side of the groove side plate is provided with a groove bottom plate surface corresponding to the bottom position of the post-poured groove of the wall panel, and the other side of the groove side plate is provided with a protruding support beam, the bent frame system in the application is formed by the connection of the wall panels and the prefabricated sandwich columns, the upper parts of the wall panels and the prefabricated sandwich columns can be combined to form a communicated post-poured groove, the connection of the wall panels and the prefabricated sandwich columns is completed through the post-poured concrete frame, the connection is reliable, the construction is convenient, meanwhile, the post-poured concrete frame can form an integrated roof truss of the bent frame system, and stable support for the roof is formed.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of prefabricated building, in particular to a prefabricated composite reinforced concrete dense rib sandwich panel row system. BACKGROUND

[0002] The row structure is a basic structure form of single-story factory building structure, and the row is composed of a roof truss (or a roof beam), a column and a foundation, and the column is used for hinged connection with the roof truss and rigid connection with the foundation.

[0003] With the development of modern industrial technology, prefabricated buildings gradually replace the existing ordinary building system with the advantages of fast construction speed, less restriction by weather conditions, and saving labor. The prefabricated factory building is composed of wall panels, and the wall panels need to form a row structure with beams. The wall panels are heavy, and the connection between the wall panels is generally achieved by pouring connection after the extension of the steel bars, which leads to weak connection between the beams of the wall panels, and is not conducive to the stable support of the roof in the later period. SUMMARY

[0004] The purpose of the present application is to solve the problem of heavy wall panels and weak connection between the beams in the prior art, and to provide a prefabricated composite reinforced concrete dense rib sandwich panel row system, which reduces the self-weight of the wall panels and ensures the stable connection between the beams of the wall panels.

[0005] In order to achieve the above purpose, the present application adopts the following technical scheme:

[0006] A prefabricated composite reinforced concrete dense rib sandwich panel row system, comprising wall panels and prefabricated sandwich columns located between the wall panels.

[0007] Preferably, the wall panel comprises a lower panel, an upper panel, a longitudinal rib beam, a transverse rib beam and a lightweight filler block, the lightweight filler block is located in a cavity formed by the lower panel, the longitudinal rib beam and the transverse rib beam, and the upper panel is laid on the longitudinal rib beam, the transverse rib beam and the lightweight filler block. The lightweight filler block is arranged inside the wall panel to reduce the self-weight of the wall panel.

[0008] The two sides of the wall panel are provided with longitudinally extending and recessed connecting grooves. Preferably, the lightweight filler block on the two sides of the wall panel is an inner recessed step block at a corner, and the upper edge beam of the upper panel covers the vertical step surface of the lightweight filler block, and the transverse step surface of the lightweight filler block is partially uncovered. The upper edge beams form longitudinally extending and recessed connecting grooves. When two wall panels need to be connected, the lower edge beams of the lower panels of the two wall panels are attached, the side surfaces of the upper edge beams of the wall panels, the uncovered portions of the transverse step surfaces of the lightweight filler blocks and the upper surfaces of the lower edge beams form a combined connecting groove, and the shape of the combined connecting groove matches the shape of the prefabricated sandwich column.

[0009] Further, the upper panel is provided with a protruding post-poured groove. The top of the prefabricated sandwich column is provided with a groove side plate corresponding to the position of the post-poured groove of the wall panel. The groove side plate is provided with a groove bottom plate corresponding to the position of the bottom of the post-poured groove of the wall panel. When the prefabricated sandwich column is located in the combined connecting groove between the wall panels, the groove bottom plate and the groove side plate can be combined with the wall panel to form a connecting pouring groove connected with the post-poured groove between the wall panels.

[0010] The post-poured concrete frame can be obtained by pouring concrete in the post-poured groove and the connecting pouring groove. The post-poured concrete frame is used to connect the wall panel and the prefabricated sandwich column, and makes the wall panel form a bent frame structure.

[0011] Preferably, the post-poured groove is provided with a light filling block inside, which is used to further reduce the self-weight of the wall panel.

[0012] Further, the other side of the groove side plate is provided with a protruding support beam, which is used to connect with a roof truss or a truss.

[0013] Preferably, the prefabricated sandwich column comprises a column wall and a sandwich block wrapped inside the column wall. The inside of the column wall is provided with a stirrup and a load-bearing steel bar. The sandwich block and the load-bearing steel bar extend along the longitudinal direction of the prefabricated sandwich column. The load-bearing steel bar is located at the corner of the stirrup. A plurality of stirrups are uniformly arranged along the extension direction of the load-bearing steel bar. The sandwich block is located inside the stirrup.

[0014] The prefabricated sandwich column is provided with the sandwich block inside. The prefabricated sandwich column has a light self-weight. The inside of the sandwich block is provided with the stirrup and the load-bearing steel bar, which ensures the structural strength of the prefabricated sandwich column.

[0015] Preferably, the material of the column wall is ceramic concrete, which can improve the heat preservation effect of the prefabricated sandwich column.

[0016] Preferably, the materials of the lower panel, the upper panel, the longitudinal rib beam and the transverse rib beam are all full light concrete with a strength greater than LC15 and a thermal conductivity less than 0.3 W / ( m· K) , which ensures the structural strength of the wall panel.

[0017] Preferably, the light filling block adopts polystyrene foam board with a container weight less than 10 kg / m 3 , which ensures the structural strength of the wall panel.

[0018] Compared with the prior art, the present application has the following beneficial effects:

[0019] 1. The assembled composite reinforced concrete dense rib sandwich panel frame system is formed by connecting wall panels and prefabricated sandwich columns, the upper part of the wall panel and the prefabricated sandwich column can be combined to form a connected post-poured groove, the connection of the wall panel and the prefabricated sandwich column is completed through the post-poured concrete frame, the connection is reliable, the construction is convenient, and the post-poured concrete frame can form an integrated roof truss of the frame system, thereby forming stable support for the roof.

[0020] 2. The wall panel of the assembled composite reinforced concrete dense rib sandwich panel frame system has a connecting groove and is internally provided with light filling blocks, so that the wall panel is light in weight and convenient to carry and construct.

[0021] 3. The prefabricated sandwich column of the assembled composite reinforced concrete dense rib sandwich panel frame system is internally provided with sandwich blocks, stirrups and stress reinforcement, so that the prefabricated sandwich column is light in weight and has strong structural strength. BRIEF DESCRIPTION OF DRAWINGS

[0022] Figure 1 FIG. 1 is a structural schematic diagram of the frame system;

[0023] Figure 2 FIG. 2 is a structural schematic diagram of the wall panel laid flat in the frame system;

[0024] Figure 3 FIG. 3 is a structural schematic diagram of the wall panel erected in the frame system;

[0025] Figure 4 FIG. 4 is a structural schematic diagram of the prefabricated sandwich column in the frame system;

[0026] Figure 5 FIG. 5 is a structural schematic diagram of the cross section of the prefabricated sandwich column in the frame system.

[0027] In the drawings: 1, wall panel; 2, prefabricated sandwich column; 3, post-poured concrete frame; 11, lower panel; 12, upper panel; 13, longitudinal tie beam; 14, transverse rib beam; 15, light filling block; 111, lower edge beam; 121, upper edge beam; 122, pouring groove; 21, groove bottom plate surface; 22, groove side plate; 23, support cross beam; 201, column wall; 202, sandwich block; 203, stirrup; 204, stress reinforcement. DETAILED DESCRIPTION

[0028] 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. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments.

[0029] REFERENCE Figure 1 An assembled composite reinforced concrete dense rib sandwich panel frame system, comprising wall panels 1 and prefabricated sandwich columns 2 located between the wall panels 1.

[0030] REFERENCE Figure 2 andFigure 3 In this embodiment, the wallboard 1 comprises a lower panel 11, an upper panel 12, longitudinal rib beams 13, transverse rib beams 14, and lightweight filling blocks 15 located in the cavities formed by the lower panel 11, the longitudinal rib beams 13, and the transverse rib beams 14, and the upper panel 12 is laid on the longitudinal rib beams 13, the transverse rib beams 14, and the lightweight filling blocks 15. The lightweight filling blocks 15 are arranged inside the wallboard 1, which can reduce the self-weight of the wallboard 1.

[0031] The lightweight filling blocks 15 located on both sides of the wallboard are corner inner recessed step blocks, the upper edge beams 121 of the upper panel 12 cover the vertical step surfaces of the lightweight filling blocks 15, and the transverse step surface portions of the lightweight filling blocks 15 are uncovered. The upper edge beams 121 form longitudinal extension and recessed connecting grooves. When two wallboards 1 need to be connected, the lower edge beams 111 of the lower panels 11 of the two wallboards 1 are attached, the sides of the upper edge beams 121 of the wallboards 1, the uncovered portions of the transverse step surfaces of the lightweight filling blocks 15, and the upper surfaces of the lower edge beams 111 form a combined connecting groove, and the shape of the combined connecting groove matches the shape of the prefabricated sandwich column 2.

[0032] With reference to Figure 4 The upper part of the upper panel 12 is provided with protruding post-poured grooves 122. The top of the prefabricated sandwich column 2 is provided with groove side plates 22 corresponding to the side positions of the post-poured grooves 122 of the wallboard 1, and one side of the groove side plates 22 is provided with groove bottom plate surfaces 21 corresponding to the bottom positions of the post-poured grooves 122 of the wallboard 1. When the prefabricated sandwich column 2 is located in the combined connecting groove between the wallboards 1, the groove bottom plate surfaces 21 and the groove side plates 22 can be combined with the wallboards 1 to form a connecting pouring groove communicating with the post-poured grooves 122 between the wallboards.

[0033] With reference to Figure 1 The post-poured grooves 122 and the connecting pouring grooves are poured with concrete, and a post-poured concrete frame 3 is obtained. The post-poured concrete frame 3 is used to connect the wallboards 1 and the prefabricated sandwich column 2, and at the same time, the wallboards 1 form a bent frame structure.

[0034] In this embodiment, the post-poured grooves 122 are provided with lightweight filling blocks 15 inside, which are used to further reduce the self-weight of the wallboard.

[0035] Further, the other side of the groove side plates 22 is provided with protruding support beams 23, which are used to connect with roof trusses or trusses.

[0036] With reference to Figure 5The prefabricated sandwich column 2 comprises a column wall 201 and a sandwich block 202 wrapped inside the column wall 201, the inside of the column wall 201 is provided with stirrups 203 and force steel bars 204, and the sandwich block 202 and the force steel bars 204 extend along the longitudinal direction of the prefabricated sandwich column 2. The force steel bars 204 are located at the corners of the stirrups 203, and a plurality of stirrups 203 are uniformly arranged along the extension direction of the force steel bars 204, and the sandwich block 202 is located inside the stirrups 203.

[0037] The prefabricated sandwich column 2 is provided with the sandwich block 202 inside, the prefabricated sandwich column 2 is light in weight, and the inside of the sandwich block 202 is provided with the internal stirrups 203 and the force steel bars 204, so as to ensure the structural strength of the prefabricated sandwich column 2.

[0038] In the embodiment, the material of the column wall 201 is ceramic concrete, which can improve the heat preservation effect of the prefabricated sandwich column 2.

[0039] In the embodiment, the materials of the lower panel 11, the upper panel 12, the longitudinal rib beam 13 and the transverse rib beam 14 are all full-light concrete with a strength greater than LC15 and a thermal conductivity less than 0.3 W / ( m· K) , so as to ensure the structural strength of the wall panel 1.

[0040] In the embodiment, the light filling block 15 is polystyrene foam board with a container weight less than 10 kg / m 3 , so as to ensure the structural strength of the wall panel 1.

[0041] The prefabricated composite reinforced concrete ribbed sandwich panel bent frame system in the embodiment is formed by connecting the wall panel and the prefabricated sandwich column 2, the upper parts of the wall panel 1 and the prefabricated sandwich column 2 can be combined to form a continuous post-cast groove, the connection between the wall panel 1 and the prefabricated sandwich column 2 is completed through the post-cast concrete frame 3, the connection is reliable and the construction is convenient, and the post-cast concrete frame 3 can form an integrated roof truss of the bent frame system and form stable support for the roof.

[0042] The above is only a preferred specific embodiment of the application, but the protection scope of the application is not limited to this, any person skilled in the art can make equivalent replacement or change according to the technical scheme and the inventive concept of the application within the technical range disclosed by the application, which should be covered in the protection scope of the application.

Claims

1. A fabricated composite reinforced concrete ribbed sandwich panel bent system, characterized by, The wallboard (1) and the prefabricated sandwich column (2) between the wallboard (1); The wallboard (1) is provided with a longitudinal recessed connecting groove on both sides, and the upper part of the wallboard (1) is provided with a protruding post-cast groove; the top of the prefabricated sandwich column (2) is provided with a groove side plate (22) corresponding to the side of the post-cast groove of the wallboard (1); one side of the groove side plate (22) is provided with a groove bottom plate (21) corresponding to the bottom of the post-cast groove of the wallboard (1); and the other side of the groove side plate (22) is provided with a protruding support beam (23); The prefabricated sandwich column (2) comprises a column wall (201) and a sandwich block (202) wrapped inside the column wall (201); the inside of the column wall (201) is provided with a stirrup (203) and a stress reinforcement (204); the sandwich block (202) and the stress reinforcement (204) extend along the longitudinal direction of the prefabricated sandwich column (2); The stress reinforcement (204) is located at the corner of the stirrup (203), and a plurality of stirrups (203) are uniformly arranged along the extension direction of the stress reinforcement (204); the sandwich block (202) is located inside the stirrup (203); The wallboard (1) comprises a lower panel (11), an upper panel (12), a longitudinal rib beam (13), a transverse rib beam (14), and a lightweight filling block (15); the lightweight filling block (15) is located in the cavity formed by the lower panel (11), the longitudinal rib beam (13), and the transverse rib beam (14); and the upper panel (12) is laid on the longitudinal rib beam (13), the transverse rib beam (14), and the lightweight filling block (15); The lightweight filling block (15) on both sides of the wallboard is an inner recessed step block with one corner; the upper edge beam (121) of the upper panel (12) covers the vertical step surface of the lightweight filling block (15); and the transverse step surface of the lightweight filling block (15) is partially uncovered; The upper part of the upper panel (12) is provided with a protruding post-cast groove (122), and the inside of the post-cast groove (122) is provided with a lightweight filling block (15).

2. The prefabricated composite reinforced concrete multi-ribbed sandwich panel bent system according to claim 1, characterized in that, The material of the column wall (201) is ceramic concrete.

3. The prefabricated composite reinforced concrete multi-ribbed sandwich panel bent system according to claim 2, characterized in that, The materials of the lower panel (11), the upper panel (12), the longitudinal rib beam (13), and the transverse rib beam (14) are all full lightweight concrete with a strength greater than LC15 and a thermal conductivity less than 0.3 W / (m·K).

4. The prefabricated composite reinforced concrete multi-ribbed sandwich panel bent system according to claim 2, characterized in that, The lightweight filling block (15) is a polystyrene foam board with a container weight less than 10 kg / m³.

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