Installation method of longitudinal bearing module for building construction

Abstract

The invention provides a mounting method of a longitudinal bearing module for building construction, and relates to the technical field of building construction. Comprising the following steps that a plurality of stand column steel bar net racks are vertically installed on the concrete ground, and stand column pouring molds are installed on the stand column steel bar net racks; a longitudinal bearing beam module is installed between every two adjacent stand column pouring molds; laying a top plate on the top of the longitudinal bearing beam module; after the longitudinal bearing beam module is installed, an inclined support is installed between the bottom of the longitudinal bearing beam module and the stand column pouring mold; a canopy bearing beam module is installed between every two adjacent stand column pouring molds, and canopy pouring molds are installed on the canopy bearing beam modules. 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 an installation method of a longitudinal bearing module for building construction. Background Art

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

[0003] The purpose of the present invention is to provide a method for installing a longitudinal load-bearing module for construction, which can form a cast overall module structure by splicing and assembling molds at various positions prefabricated in advance on site. 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] The present application provides a method for installing a longitudinal bearing module for construction, comprising the following steps:

[0006] A plurality of column steel grids are vertically installed on the concrete floor, column casting molds are installed around the column steel grids, and the column casting molds are fixed to the bolts embedded in the concrete floor through nuts;

[0007] A longitudinal load-bearing beam module is installed between two adjacent column casting molds, and the longitudinal load-bearing beam module is arranged horizontally;

[0008] Lay the top plate on the top of the longitudinal load-bearing beam module;

[0009] After installing the longitudinal load-bearing beam module, install the diagonal support between the bottom of the longitudinal load-bearing beam module and the column casting mold;

[0010] Install a canopy bearing beam module between two adjacent column casting molds, and the canopy bearing beam module is located below the longitudinal bearing beam module;

[0011] Install the canopy casting mold on the canopy bearing beam module.

[0012] Furthermore, in some embodiments of the present invention, before installing the longitudinal load-bearing beam module, a column support platform is first installed on the column casting mold, and both ends of the longitudinal load-bearing beam module are fixed to the top of the column support platforms on both sides by bolts and nuts.

[0013] Furthermore, in some embodiments of the present invention, a pedestrian passage protection frame is installed around the longitudinal load-bearing beam module.

[0014] Furthermore, in some embodiments of the present invention, an up and down staircase frame is installed on one side of the top plate.

[0015] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0016] An embodiment of the present invention provides a method for installing a longitudinal bearing module for building construction, comprising the following steps:

[0017] A plurality of column steel grids are vertically installed on the concrete floor, column casting molds are installed around the column steel grids, and the column casting molds are fixed to the bolts embedded in the concrete floor through nuts;

[0018] A longitudinal load-bearing beam module is installed between two adjacent column casting molds, and the longitudinal load-bearing beam module is arranged horizontally;

[0019] Lay the top plate on the top of the longitudinal load-bearing beam module;

[0020] After installing the longitudinal load-bearing beam module, install the diagonal support between the bottom of the longitudinal load-bearing beam module and the column casting mold;

[0021] Install a canopy bearing beam module between two adjacent column casting molds, and the canopy bearing beam module is located below the longitudinal bearing beam module;

[0022] Install the canopy casting mold on the canopy bearing beam module.

[0023] It can form an overall module structure for casting by splicing and assembling the prefabricated molds in various positions at the construction site. The construction is simple, fewer construction workers are required, and labor costs are reduced. The construction process is fast and convenient, which saves construction period and improves construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] 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.

[0025] Figure 1 A front view of a longitudinal bearing module provided by an embodiment of the present invention;

[0026] Figure 2 A front view of the entire longitudinal load-bearing module after installation provided by an embodiment of the present invention;

[0027] Figure 3 A top view of the entire longitudinal bearing module after installation provided by an embodiment of the present invention.

[0028] Icons: 1-column casting mold; 2-longitudinal load-bearing beam module; 3-top plate; 4-awning load-bearing beam module; 5-awning casting mold; 6-parapet casting mold; 7-column supporting platform; 8-inclined support; 9-pressure detection column; 10-pressure sensor. DETAILED DESCRIPTION

[0029] 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.

[0030] 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.

[0031] 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.

[0032] 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.

[0033] 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.

[0034] 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.

[0035] Example

[0036] Please refer to Figure 1-Figure 3 This embodiment provides a method for installing a longitudinal bearing module for construction, comprising the following steps:

[0037] A plurality of column steel grids are vertically installed on the concrete floor, a column casting mold 1 is installed around the column steel grids, and the column casting mold 1 is fixed to the bolts embedded in the concrete floor through nuts;

[0038] A longitudinal load-bearing beam module 2 is installed between two adjacent column casting molds 1, and the longitudinal load-bearing beam module 2 is arranged horizontally;

[0039] Lay the top plate 3 on the top of the longitudinal load-bearing beam module 2;

[0040] After the longitudinal load-bearing beam module 2 is installed, an inclined support 8 is installed between the bottom of the longitudinal load-bearing beam module 2 and the column casting mold 1;

[0041] A canopy bearing beam module 4 is installed between two adjacent column casting molds 1, and the canopy bearing beam module 4 is located below the longitudinal bearing beam module 2;

[0042] The canopy casting mold 5 is installed on the canopy bearing beam module 4.

[0043] Before installing the longitudinal load-bearing beam module 2, the column support platform 7 is first installed on the column casting mold 1, and the two ends of the longitudinal load-bearing beam module 2 are fixed to the top of the column support platform 7 on both sides by bolts and nuts.

[0044] A pedestrian passage protection frame is installed around the longitudinal load-bearing beam module 2.

[0045] An up and down staircase frame is installed on one side of the top plate 3.

[0046] like Figure 3 As shown, the longitudinal bearing module provided by the present invention is installed together with other modules, and the overall steps are as follows:

[0047] A plurality of column steel mesh frames are vertically installed on the concrete floor, and a column casting mold 1 is installed around the column steel mesh frames. The column casting mold 1 is fixed to the bolts embedded in the concrete floor by nuts. The column casting mold 1 is in the shape of a rectangular parallelepiped as a whole. The column casting mold 1 wraps the column steel mesh frame inside, so that concrete is poured into the column casting mold 1, and after solidification, a factory building column structure made of reinforced concrete can be formed.

[0048] A longitudinal load-bearing beam module 2 is installed between two adjacent column casting molds 1, and the longitudinal load-bearing beam module 2 is set horizontally; a top plate 3 is laid on the top of the longitudinal load-bearing beam module 2, and a Yin-Yang corner casting mold is installed on the longitudinal load-bearing beam module 2, and a parapet casting mold 6 is installed around the top plate 3; the longitudinal load-bearing beam module 2 is used to support structures such as the top plate 3, the Yin-Yang corner casting mold and the parapet casting mold 6 installed on the top. After installation, concrete is poured on the top of the top plate 3, inside the Yin-Yang corner casting mold and the parapet casting mold 6 to form the top structure of the factory building.

[0049] A canopy bearing beam module 4 is installed on the side of the column casting mold 1, and a canopy casting mold 5 is installed on the canopy bearing beam module 4. In this way, a canopy can be formed after the concrete is poured in the canopy casting mold 5 and solidified.

[0050] In this way, the molds prefabricated in various positions can be spliced ​​and assembled on the construction site to form a cast overall module structure. The construction is simple, fewer construction workers are required, and labor costs are reduced. The construction process is fast and convenient, saving construction cycles and improving construction efficiency. After casting, each module can be dismantled for the next use, and the construction cost is reduced through repeated use.

[0051] like Figure 1-Figure 3 As shown, in some embodiments of the present invention, before installing the longitudinal load beam module 2, the column support platform 7 is first installed on the column casting mold 1, and the two ends of the longitudinal load beam module 2 are fixed to the top of the column support platform 7 on both sides by bolts and nuts. By setting the column support platform 7, it is convenient to install and fix the longitudinal load beam module 2, and the two ends of the longitudinal load beam module 2 are fixed to the top of the column support platform 7 on both sides by bolts and nuts, which is not only convenient for the installation of the longitudinal load beam module 2, but also convenient for disassembling the longitudinal load beam module 2 from the column casting mold 1 for recycling after use.

[0052] like Figure 1-Figure 3 As shown, in some embodiments of the present invention, after the Yin-Yang corner casting molds are installed, a pedestrian passage protection frame is installed around the longitudinal load-bearing beam module 2. By installing the pedestrian passage protection frame, it is convenient for construction workers to walk on the pedestrian passage protection frame, thereby improving the safety of construction.

[0053] like Figure 1-Figure 3As shown, in some embodiments of the present invention, after the parapet casting mold 6 is installed, an up and down stair frame is installed on one side of the top plate 3. By setting the stair frame, it is convenient for construction workers to climb to the top of the building construction splicing module through the stair frame to perform construction work.

[0054] like Figure 1-Figure 3 As shown, in some embodiments of the present invention, after the canopy casting mold 5 is installed, an inclined support 8 is installed between the bottom of the canopy casting mold 5 and the column casting mold 1. After the longitudinal load-bearing beam module 2 is installed, an inclined support 8 is installed between the bottom of the longitudinal load-bearing beam module 2 and the column casting mold 1. By providing the inclined support 8, the longitudinal load-bearing beam module 2 and the canopy casting mold 5 can be supported and fixed by the inclined support 8, thereby improving the stability of the installation of the longitudinal load-bearing beam module 2 and the canopy casting mold 5, thereby improving the construction safety.

[0055] like Figure 1-Figure 3 As shown, in some embodiments of the present invention, after the top plate 3 is installed, a pressure detection column 9 is vertically installed at the bottom of the longitudinal load-bearing beam module 2, and a pressure sensor 10 is installed at the bottom of the pressure detection column 9. Since the longitudinal load-bearing beam module 2 will be subjected to a large pressure when the structure on the top of the plant is cast, the pressure detection column 9 is set vertically during installation, the top of the pressure detection column 9 is fixed to the bottom of the longitudinal load-bearing beam module 2, and the pressure sensor 10 at the bottom of the pressure detection column 9 is in contact with the ground. In this way, the downward pressure of the longitudinal load-bearing beam module 2 at this position can be detected in real time by the pressure sensor 10, so as to prevent the longitudinal load-bearing beam module 2 from being damaged due to excessive pressure, thereby improving the safety of construction.

[0056] 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.

[0057] 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 method for installing a longitudinal bearing module for building construction, characterized in that: The steps include: A plurality of column steel grids are vertically installed on the concrete floor, column casting molds are installed around the column steel grids, and the column casting molds are fixed to the bolts embedded in the concrete floor through nuts; A longitudinal load-bearing beam module is installed between two adjacent column casting molds, and the longitudinal load-bearing beam module is arranged horizontally; Lay the top plate on the top of the longitudinal load-bearing beam module; After installing the longitudinal load-bearing beam module, install the diagonal support between the bottom of the longitudinal load-bearing beam module and the column casting mold; Install a canopy bearing beam module between two adjacent column casting molds, and the canopy bearing beam module is located below the longitudinal bearing beam module; Install the canopy casting mold on the canopy bearing beam module.

2. The method for installing a longitudinal bearing module for building construction according to claim 1, characterized in that: Before installing the longitudinal load-bearing beam module, first install the column support platform on the column casting mold, and the two ends of the longitudinal load-bearing beam module are fixed to the top of the column support platform on both sides by bolts and nuts.

3. The method for installing a longitudinal bearing module for construction according to claim 1, characterized in that: Pedestrian passage protection frames are installed around the longitudinal load-bearing beam modules.

4. The method for installing a longitudinal bearing module for building construction according to claim 1, characterized in that: An up-and-down staircase frame is installed on one side of the top plate.

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