CN212897170U

CN212897170U - Prefabricated wallboard of assembled building for construction

Info

Publication number: CN212897170U
Application number: CN202021215173.2U
Authority: CN
Inventors: 刘洋; 刘高彬
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-06-28
Filing date: 2020-06-28
Publication date: 2021-04-06
Anticipated expiration: 2030-06-28

Abstract

The utility model discloses an assembly type structure prefabricated wall panel for construction, including the prefabricated plate, the prefabricated plate is provided with a plurality ofly, and is a plurality of the fixed roof beam structure that is provided with between the horizontal direction of prefabricated plate is a plurality of the prefabricated plate is vertical between the junction front and back end all fixed be provided with the connecting plate, and is a plurality of the edge all around of prefabricated plate is fixed and is provided with a plurality of fixed orificess, and is a plurality of the lateral wall of connecting plate all runs through the first screw hole of seting up corresponding fixed orifices. Through the cooperation that sets up the prefabricated plate, the roof beam structure, the connecting plate, the fixed orifices, first screw hole and second screw hole are used, it only irritates the concrete to have solved between current prefabricated wallboard board slab joint of prefabricated building for construction, unites the one-way board that the dispersion was arranged as an organic whole, make to connect firm inadequately, the new and old concrete faying face of seam crossing is the weak link, influenced the atress performance, influence normal use, make the engineering quality can not obtain guaranteeing, there is the problem of potential safety hazard.

Description

Prefabricated wallboard of assembled building for construction

Technical Field

The utility model belongs to the technical field of the building, especially, relate to a prefabricated wallboard of assembly type structure for construction.

Background

The prefabricated slab is a floor slab used in the early construction of the 20 th century, and is a module or a plate used in engineering. Because the concrete prefabricated member is produced and processed in a prefabricating field and is directly transported to a construction site for installation, the prefabricated member is called a prefabricated plate. When the precast slab is manufactured, a hollow model is firstly nailed by wood boards, reinforcing steel bars are distributed at the hollow part of the model, cement is used for filling the hollow part, after the hollow part is dried, the wood boards are knocked off, and the residual precast slab is the precast slab. In the building engineering, the concrete precast slab can be applied in a wide range due to quick manufacture and good structural strength, such as a cement slab covered on a ditch beside a highway; the cement boards used as heat insulation layers on the roof are prefabricated boards.

In the process of using in precast slab construction, only concrete is poured between slab joints, and the one-way slabs arranged in a dispersed manner are connected into a whole, so that the connection is not stable enough, the joint between the new concrete and the old concrete is a weak link, the stress performance is influenced, the normal use is influenced, the engineering quality cannot be guaranteed, and the potential safety hazard exists

SUMMERY OF THE UTILITY MODEL

Problem to prior art exists, the utility model provides a prefabricated wallboard of prefabricated building for construction carries out fixed connection between with the prefabricated plate through roof beam structure and connecting plate for the connection of seam crossing is stable, does not influence normal use, and the installation is swift, makes holistic building strength must beat and promote, guarantees safety.

The utility model discloses a realize like this, including the prefabricated plate, the prefabricated plate is provided with a plurality ofly, and is a plurality of the fixed roof beam structure that is provided with between the horizontal direction of prefabricated plate is a plurality of the prefabricated plate is the equal fixed connecting plate that is provided with of junction front and back end between vertical, and is a plurality of the edge all around of prefabricated plate is fixed all to be provided with a plurality of fixed orificess, and is a plurality of the lateral wall of connecting plate all runs through the first screw hole of seting up corresponding fixed orifices, and is a plurality of the front and back end lateral wall of roof beam structure all runs through the second screw hole.

As the utility model discloses it is preferred, the roof beam structure includes first fixed plate, second fixed plate and the fixed backup pad that sets up perpendicularly between first fixed plate and second fixed plate, and whole roof beam structure is "worker" font structure, the roof beam structure sets up as integrated into one piece.

As the utility model discloses it is preferred, the first fixed plate and the second fixed plate of roof beam structure all are parallel arrangement with the prefabricated plate, the height of backup pad is the same with the prefabricated plate thickness.

As the utility model discloses preferred, the thickness of connecting plate is the same with the thickness of first fixed plate and second fixed plate, and the length of connecting plate is less than the length of prefabricated plate.

As the utility model discloses it is preferred, a plurality of first screw hole and a plurality of the equal threaded connection of inner wall that the second screw hole corresponds the fixed orifices has fixing bolt.

As the utility model discloses preferred, it is a plurality of the inside of prefabricated plate is fixed all to be provided with the steel reinforcement frame, and is a plurality of the outer wall inboard of prefabricated plate is fixed all to be provided with the wire net.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model discloses a cooperation that sets up prefabricated plate, roof beam structure, connecting plate, fixed orifices, first screw hole and second screw hole is used, has solved current assembly type structure prefabricated wallboard board seam for construction and has only irritated the concrete, unites the one-way board that the dispersion was arranged as an organic whole for the connection is firm inadequately, and the new and old concrete faying face of seam crossing is the weak link, has influenced the atress performance, influences normal use, makes the engineering quality can not arrive the assurance, has the problem of potential safety hazard.

2. The utility model discloses a set up first fixed plate, second fixed plate and backup pad and constitute the roof beam structure, be "worker" style of calligraphy structure, and integrated into one piece sets up, can guarantee the bulk strength of roof beam structure, make the recess joint prefabricated plate at the both ends of constituteing between roof beam structure fixed plate and the backup pad simultaneously, and then make and be connected more stably between prefabricated plate and the roof beam structure, and can protect the prefabricated plate tip to be difficult for receiving the damage.

3. The utility model discloses a set up parallel prefabricated plate and first fixed plate and second fixed plate, and the height of backup pad is the same with prefabricated plate thickness for the recess of prefabricated plate joint between the roof beam structure is more stable, makes the connection between the prefabricated plate stable, has promoted the intensity of whole building.

4. The utility model discloses a set up the same connecting plate of thickness and first fixed plate and second fixed plate, and connecting plate length is less than the prefabricated plate for roof beam structure and connecting plate installation do not influence each other, and the installation back plane is more upright, and the fixed plate thickness of outside bellied connecting plate and roof beam structure is the same, also can make the concrete scraped surface work in later stage more convenient.

5. The utility model discloses a set up fixing bolt, can be so that the connecting plate is more stable with being connected between roof beam structure and the prefabricated plate, and then make being connected between prefabricated plate and the prefabricated plate stable, guaranteed the joint strength of prefabricated plate seam crossing.

6. The utility model discloses a set up wire net and reinforcing bar frame, can promote the building strength of independent prefabricated plate, and guaranteed to be difficult to receive with the outer wall of prefabricated plate and collide with and strike and then the fracture, and then promoted the intensity of whole building, guaranteed the security.

Drawings

Fig. 1 is a schematic diagram of a structure of a prefabricated slab provided by an embodiment of the present invention;

FIG. 2 is a schematic view of a connection structure of prefabricated panels provided by the embodiment of the present invention;

FIG. 3 is a cross-sectional view of a prefabricated panel according to an embodiment of the present invention;

fig. 4 is a top view of a beam mount provided by an embodiment of the present invention;

fig. 5 is a front plan view of a connection plate provided in an embodiment of the present invention;

fig. 6 is a front plan view of a beam mount provided by an embodiment of the present invention;

in the figure: 1. prefabricating a slab; 2. a fixing hole; 3. a beam frame; 4. a connecting plate; 5. fixing the bolt; 6. steel wire mesh; 7. a steel bar frame; 8. a first fixing plate; 9. a support plate; 10. a second fixing plate; 11. a first threaded hole; 12. and a second threaded hole.

Detailed Description

In order to further understand the contents, features and effects of the present invention, the following embodiments are illustrated and described in detail with reference to the accompanying drawings.

The structure of the present invention will be described in detail with reference to the accompanying drawings.

As shown in fig. 1 to 6, the embodiment of the utility model provides a pair of prefabricated wallboard of prefabricated building for construction, including prefabricated plate 1, prefabricated plate 1 is provided with a plurality ofly, the fixed roof beam structure 3 that is provided with between a plurality of prefabricated plate 1's the horizontal direction, a plurality of prefabricated plate 1 all fixes being provided with connecting plate 4 around the junction between vertical, a plurality of prefabricated plate 1's edge all around is fixed and is provided with a plurality of fixed orificess 2, the lateral wall of a plurality of connecting plates 4 all runs through the first screw hole 11 of seting up corresponding fixed orifices 2, the front and back end lateral wall of a plurality of roof beam structures 3 all runs through the second screw hole 12 of seting up a plurality of corresponding fixed orifices 2.

Referring to fig. 2 and 4, the beam frame 3 includes a first fixing plate 8, a second fixing plate 10 and a support plate 9 vertically disposed between the first fixing plate 8 and the second fixing plate 10, the whole beam frame 3 is in an i-shaped structure, and the beam frame 3 is integrally formed.

Adopt above-mentioned scheme: form roof beam structure 3 through setting up first fixed plate 8, second fixed plate 10 and backup pad 9, be "worker" style of calligraphy structure, and integrated into one piece sets up, can guarantee roof beam structure 3's bulk strength, make the recess joint prefabricated plate 1 at the both ends of constituteing between roof beam structure 3 fixed plate and the backup pad 9 simultaneously, and then make and be connected more stably between prefabricated plate 1 and the roof beam structure 3, and can protect 1 tip of prefabricated plate to be difficult for receiving the damage.

Referring to fig. 2 and 4, the first fixing plate 8 and the second fixing plate 10 of the beam frame 3 are arranged in parallel with the prefabricated slab 1, and the height of the supporting plate 9 is the same as the thickness of the prefabricated slab 1.

Adopt above-mentioned scheme: through setting up parallel prefabricated plate 1 and first fixed plate 8 and second fixed plate 10, and the height of backup pad 9 is the same with prefabricated plate 1 thickness for the recess of prefabricated plate 1 joint between roof beam structure 3 is more stable, makes the connection between the prefabricated plate 1 stable, has promoted the intensity of whole building.

Referring to fig. 2, the thickness of the connecting plate 4 is the same as the thickness of the first and

second fixing plates

8 and 10, and the length of the connecting plate 4 is smaller than that of the prefabricated panel 1.

Adopt above-mentioned scheme: through setting up the connecting plate 4 and first fixed plate 8 that thickness is the same and second fixed plate 10, and connecting plate 4 length is less than prefabricated plate 1 for roof beam structure 3 does not influence each other with the installation of connecting plate 4, and the installation back plane is more upright, and outside bellied connecting plate 4 is the same with roof beam structure 3's fixed plate thickness, also can make the concrete scraping surface work in later stage more convenient.

Referring to fig. 1, 2, 3, 5 and 6, fixing bolts 5 are threadedly coupled to inner walls of the plurality of first and

second screw holes

11 and 12 corresponding to the fixing holes 2.

Adopt above-mentioned scheme: by arranging the fixing bolts 5, the connection between the connecting plate 4 and the beam frame 3 and the precast slab 1 can be more stable, so that the connection between the precast slab 1 and the precast slab 1 is stable, and the connection strength of the joints of the precast slab 1 is ensured.

Referring to fig. 3, the steel bar frames 7 are fixedly arranged inside the prefabricated plates 1, and the steel wire meshes 6 are fixedly arranged on the inner sides of the outer walls of the prefabricated plates 1.

Adopt above-mentioned scheme: through setting up wire net 6 and reinforcing bar frame 7, can promote the building strength of prefabricated plate 1 alone, and guaranteed that the outer wall of prefabricated plate 1 is difficult to receive to collide with and strike and then the fracture, and then promoted the intensity of whole building, guaranteed the security.

The utility model discloses a theory of operation:

when using, at first with the prefabricated plate 1 of the both ends recess joint of roof beam structure 3, then through the second screw hole 12 at first fixed plate 8 and second fixed plate 10 with correspond 2 inside threaded connection fixing bolt 5 of fixed orifices, accomplish the prefabricated plate 1 of horizontal direction spare and connect, and then at the junction front and back end erection joint board 4 of upper and lower extreme prefabricated plate 1, fix the first screw hole 11 that corresponds the upper end of fixed orifices 2 and both ends connecting plate 4 through fixing bolt 5, accomplish the connection of upper and lower extreme prefabricated plate 1, make a plurality of prefabricated plates 1 accomplish the connection, junction building strength is higher, guarantee the security of whole building, the inside reinforcing bar frame 7 and the wire net 6 that set up of prefabricated plate 1, can guarantee to promote the building strength of independent prefabricated plate 1, and guaranteed that the outer wall of prefabricated plate 1 is difficult to receive to collide with and strike and then the fracture.

In summary, the following steps: this prefabricated wallboard of assembly type structure for construction, through setting up prefabricated plate 1, fixed orifices 2, the roof beam structure 3, connecting plate 4, fixing bolt 5, wire net 6, steel reinforcement frame 7, first fixed plate 8, backup pad 9, second fixed plate 10, the cooperation of first screw hole 11 and second screw hole 12 is used, only pouring with the concrete between the prefabricated wallboard crack of assembly type structure for the construction that has now been solved, the one-way board that the dispersion was arranged unites, make the connection firm inadequately, the new old concrete faying face of seam crossing is the weak link, the atress performance has been influenced, influence normal use, make the engineering quality can not reach the assurance, there is the problem of potential safety hazard.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a prefabricated wallboard of prefabricated building for construction, includes prefabricated plate (1), its characterized in that: the prefabricated plate (1) is provided with a plurality of prefabricated plates, beam frames (3) are fixedly arranged among the prefabricated plates (1) in the horizontal direction, connecting plates (4) are fixedly arranged at the front ends and the rear ends of the longitudinal joints of the prefabricated plates (1), a plurality of fixing holes (2) are fixedly arranged at the edges of the periphery of the prefabricated plates (1), the side walls of the connecting plates (4) penetrate through first threaded holes (11) formed in the corresponding fixing holes (2), and the side walls of the front end and the rear end of the beam frames (3) penetrate through second threaded holes (12) formed in the corresponding fixing holes (2).

2. The prefabricated wall panel for the prefabricated building for building construction according to claim 1, wherein: roof beam structure (3) include first fixed plate (8), second fixed plate (10) and fixed backup pad (9) that set up perpendicularly between first fixed plate (8) and second fixed plate (10), and whole roof beam structure (3) are "worker" font structure, roof beam structure (3) sets up for integrated into one piece.

3. The prefabricated wall panel for the prefabricated building for building construction according to claim 2, wherein: the first fixing plate (8) and the second fixing plate (10) of the beam frame (3) are both arranged in parallel with the precast slab (1), and the height of the supporting plate (9) is the same as the thickness of the precast slab (1).

4. The prefabricated wall panel for the prefabricated building for building construction according to claim 1, wherein: the thickness of the connecting plate (4) is the same as that of the first fixing plate (8) and the second fixing plate (10), and the length of the connecting plate (4) is smaller than that of the precast slab (1).

5. The prefabricated wall panel for the prefabricated building for building construction according to claim 1, wherein: the first threaded holes (11) and the second threaded holes (12) are connected with fixing bolts (5) in a threaded mode corresponding to the inner walls of the fixing holes (2).

6. The prefabricated wall panel for the prefabricated building for building construction according to claim 1, wherein: a plurality of the steel bar frames (7) are fixedly arranged inside the prefabricated plates (1), and a plurality of steel wire meshes (6) are fixedly arranged on the inner sides of the outer walls of the prefabricated plates (1).