Building construction splicing module

Abstract

The invention provides a building construction splicing module, and relates to the technical field of building construction. The building construction splicing module comprises a plurality of vertically-arranged stand column pouring molds, and a bearing beam module is arranged between the tops of every two adjacent stand column pouring molds; the bearing beam modules are horizontally arranged, and a top plate is arranged between the tops of the bearing beam modules; a canopy bearing beam module is arranged between the two stand column pouring molds located on one side and provided with a canopy pouring mold. By the adoption of the method, a poured overall module structure can be formed by splicing and building the molds which are prefabricated in advance and located at all positions on the construction site, construction is easy, the number of needed construction workers is small, the labor cost is reduced, the construction process is rapid and convenient, the construction period is shortened, and the construction efficiency is improved.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a building construction splicing module. Background Art

[0002] When constructing many buildings, concrete pouring requires the use of wooden formwork, especially in the construction of factory buildings, which requires the construction of many wooden planks for formwork. During the process of wooden formwork, a large number of construction workers are required, and the construction takes a long time, which results in a long construction period. Not only is the efficiency low, but the labor cost is also high. Summary of the invention

[0003] The object of the present invention is to provide a building construction splicing module, which can be spliced ​​and constructed at the construction site through molds prefabricated in various positions to form a cast overall module structure. The construction is simple, fewer construction workers are required, and labor costs are reduced. In addition, the construction process is fast and convenient, which saves construction period and improves construction efficiency.

[0004] The technical solution adopted by the present invention is:

[0005] An embodiment of the present application provides a building construction splicing module, including a plurality of vertically arranged column casting molds, a bearing beam module is provided between the tops of two adjacent column casting molds; the bearing beam module is horizontally arranged, and a top plate is provided between the tops of the bearing beam modules; a canopy bearing beam module is provided between two column casting molds located on one side, and the canopy bearing beam module is provided with a canopy casting mold.

[0006] Furthermore, in some embodiments of the present invention, the load-bearing beam module includes an upper template and a lower fixed frame, and the upper template and the lower fixed frame are connected by a plurality of vertically arranged supporting fixing rods; the lower fixed frame is arranged on the column casting mold, and a side baffle is vertically arranged on the top of the upper template.

[0007] Furthermore, in some embodiments of the present invention, a plurality of oblique fixed support rods are provided between the upper template and the lower fixed frame.

[0008] Furthermore, in some embodiments of the present invention, a mounting plate is vertically provided between the upper template and the lower fixing frame, and the mounting plate is provided with a plurality of first mounting holes.

[0009] Furthermore, in some embodiments of the present invention, the lower fixing frame is provided with a plurality of second installation fixing holes.

[0010] Furthermore, in some embodiments of the present invention, an oblique support is provided between the load-bearing beam module and the column casting mold.

[0011] Furthermore, in some embodiments of the present invention, a pressure detection column is provided at the bottom of the load-bearing beam module, and a pressure sensor is provided at the bottom of the pressure detection column.

[0012] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0013] The embodiment of the present invention provides a construction splicing module, including a plurality of vertically arranged column casting molds, a bearing beam module is arranged between the tops of two adjacent column casting molds; the bearing beam module is arranged horizontally, and a top plate is arranged between the tops of the bearing beam modules; a canopy bearing beam module is arranged between two column casting molds located on one side, and the canopy bearing beam module is provided with a canopy casting mold. It can form a cast integral module structure by splicing and assembling the molds prefabricated in various positions at the construction site, and the construction is simple, requiring fewer construction workers, reducing labor costs, and the construction process is fast and convenient, saving construction period, and improving construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for use in the embodiments are briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present invention and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without creative work.

[0015] Figure 1 A front view of a building construction splicing module provided by an embodiment of the present invention;

[0016] Figure 2 A top view of a building construction splicing module provided by an embodiment of the present invention;

[0017] Figure 3 A left view of a building construction splicing module provided by an embodiment of the present invention;

[0018] Figure 4 A front view of a load-bearing beam module provided in an embodiment of the present invention.

[0019] Icons: 1-column casting mold; 2-bearing beam module; 3-top plate; 4-awning bearing beam module; 5-awning casting mold; 6-upper template; 7-lower fixing frame; 8-support fixing rod; 9-side baffle; 10-oblique fixed support rod; 11-installation fixing plate; 12-first installation fixing hole; 13-second installation fixing hole; 14-oblique support; 15-pressure detection column; 16-pressure sensor. DETAILED DESCRIPTION

[0020] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings here can be arranged and designed in various different configurations.

[0021] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention claimed for protection, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0022] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, further definition and explanation thereof is not required in subsequent drawings.

[0023] In the description of the embodiments of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the drawings, or are the orientation or position relationship in which the product of the invention is usually placed when in use. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", etc., if used, are only used to distinguish the description, and cannot be understood as indicating or implying relative importance.

[0024] In addition, the use of terms such as "horizontal" and "vertical" does not mean that the components must be absolutely horizontal or vertical, but can be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0025] In the description of the embodiments of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "setting" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0026] Example

[0027] Please refer to Figure 1-Figure 4 This embodiment provides a construction splicing module, including a plurality of vertically arranged column casting molds 1, a bearing beam module 2 is provided between the tops of two adjacent column casting molds 1; the bearing beam module 2 is horizontally arranged, and a top plate 3 is provided between the tops of the bearing beam modules 2; a canopy bearing beam module 4 is provided between two column casting molds 1 located on one side, and the canopy bearing beam module 4 is provided with a canopy casting mold 5.

[0028] The load-bearing beam module 2 includes an upper template 6 and a lower fixing frame 7, which are connected by a plurality of vertically arranged supporting fixing rods 8; the lower fixing frame 7 is arranged on the column casting mold 1, and a side baffle 9 is vertically arranged on the top of the upper template 6.

[0029] In actual use, the module structures such as the column casting mold 1, the load-bearing beam module 2, the canopy load-bearing beam module 4, and the canopy casting mold 5 can be prefabricated in advance in the factory, and then transported to the construction site for splicing and assembling to form a cast overall module structure. After splicing and assembling, the support column of the factory building is formed by pouring concrete in the column casting mold 1, the top structure of the factory building is formed by pouring concrete between the top plate 3 and the surrounding side baffles 9, and the canopy is formed by pouring concrete in the canopy casting mold 5. In this way, the construction is simple, fewer construction workers are required, and the labor cost is reduced. In addition, the construction process is fast and convenient, which saves the construction period and improves the construction efficiency. Moreover, after casting and forming, each module can be removed for the next use, and the construction cost is reduced by repeated use.

[0030] like Figure 1 and Figure 4 As shown, in some embodiments of the present invention, a plurality of oblique fixed support rods 10 are arranged between the upper template 6 and the lower fixed frame 7. By arranging the oblique fixed support rods 10, the structure between the upper template 6 and the lower fixed frame 7 can be supported by the oblique fixed support rods 10, thereby improving the overall structural strength of the load-bearing beam module 2.

[0031] like Figure 1-Figure 4 As shown, in some embodiments of the present invention, a mounting plate 11 is vertically provided between the upper template 6 and the lower fixing frame 7 , and the mounting plate 11 is provided with a plurality of first mounting holes 12 .

[0032] The present invention provides an installation fixing plate 11. When multiple load-bearing beam modules 2 need to be vertically constructed and spliced, one end of one load-bearing beam module 2 can be connected to the installation fixing plate 11 of another load-bearing beam module 2, and threadedly fixed by bolts passing through the first installation fixing hole 12. This is easy to operate and also convenient for later disassembly and separation.

[0033] like Figure 1-Figure 4As shown, in some embodiments of the present invention, the lower fixing frame 7 is provided with a plurality of second mounting holes 13. The present invention provides a plurality of second mounting holes 13, so that other equipment can be fixed to the load-bearing beam module 2 by passing bolts through the plurality of second mounting holes 13, which is convenient for operation and also convenient for later disassembly and separation.

[0034] like Figure 1-Figure 4 As shown, in some embodiments of the present invention, an inclined support 14 is provided between the load beam module 2 and the column casting mold 1. By providing the inclined support 14, the load beam module 2 can be supported and fixed by the inclined support 14, thereby improving the stability of the installation of the load beam module 2.

[0035] like Figure 1-Figure 4 As shown, in some embodiments of the present invention, a pressure detection column 15 is provided at the bottom of the load-bearing beam module 2, and a pressure sensor 16 is provided at the bottom of the pressure detection column 15. When the structure on the top of the plant is cast, the load-bearing beam module 2 will be subjected to a large pressure.

[0036] The present invention sets a pressure detection column 15. When installed, the pressure detection column 15 is vertically set, the top of the pressure detection column 15 is fixed to the bottom of the load-bearing beam module 2, and the pressure sensor 16 at the bottom of the pressure detection column 15 is in contact with the ground. In this way, the downward pressure of the load-bearing beam module 2 at this position can be detected in real time through the pressure sensor 16, so as to prevent the load-bearing beam module 2 from being damaged due to excessive pressure, thereby improving the safety of construction.

[0037] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. It is obvious to those skilled in the art that the present application is not limited to the details of the above exemplary embodiments, and the present application can be implemented in other specific forms without departing from the spirit or basic features of the present application.

[0038] Therefore, no matter from which point of view, the embodiments should be regarded as illustrative and non-restrictive, and the scope of the present application is limited by the appended claims rather than the above description, and it is intended that all changes that fall within the meaning and scope of the equivalent elements of the claims are included in the present application. Any figure mark in the claims should not be regarded as limiting the claims involved. For those skilled in the art, the present invention can have various changes and variations. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A building construction splicing module, characterized in that: It comprises a plurality of vertically arranged column casting moulds, wherein a load-bearing beam module is arranged between the tops of two adjacent column casting moulds; the load-bearing beam module is arranged horizontally, and a top plate is arranged between the tops of the load-bearing beam modules; a canopy load-bearing beam module is arranged between two of the column casting moulds located on one side, and the canopy load-bearing beam module is provided with a canopy casting mould.

2. A building construction splicing module according to claim 1, characterized in that: The load-bearing beam module comprises an upper template and a lower fixing frame, wherein the upper template and the lower fixing frame are connected via a plurality of vertically arranged supporting fixing rods; the lower fixing frame is arranged on the column casting mold, and a side baffle is vertically arranged on the top of the upper template.

3. A building construction splicing module according to claim 2, characterized in that: A plurality of oblique fixed support rods are arranged between the upper template and the lower fixed frame.

4. A building construction splicing module according to claim 2, characterized in that: A mounting plate is vertically arranged between the upper template and the lower fixing frame, and the mounting plate is provided with a plurality of first mounting holes.

5. A building construction splicing module according to claim 2, characterized in that: The lower fixing frame is provided with a plurality of second installation fixing holes.

6. A building construction splicing module according to claim 1, characterized in that: An oblique support is provided between the load-bearing beam module and the column casting mold.

7. A building construction splicing module according to claim 1, characterized in that: A pressure detection column is provided at the bottom of the load-bearing beam module, and a pressure sensor is provided at the bottom of the pressure detection column.

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