Installation method of building construction side module structure

Abstract

The invention provides an installation method of a building construction side module structure, and relates to the field of building construction. The side die set structure comprises a stand column die and a transverse bearing beam die. The mounting method comprises the following steps: assembling the upright post die and the transverse bearing beam die; a plurality of prefabricated steel bar net racks are built on the ground side by side, a plurality of stand column molds are hoisted outside the prefabricated steel bar net racks correspondingly, and the stand column molds are fixed to the ground through connecting pieces; and the transverse bearing beam molds are hoisted between the two adjacent stand column molds and fixed through the connecting pieces. Installation and demolding are convenient and fast, the construction efficiency can be improved, and the labor cost can be reduced.

Description

Technical Field

[0001] The invention relates to the field of building construction, and in particular to an installation method of a side module structure of building construction. Background Art

[0002] In modern building construction, concrete columns and transverse load-bearing beams are the key components that support the entire building structure. They are used to bear and transfer the load of the building. The columns and transverse load-bearing beams together constitute the horizontal load-bearing surface of the building.

[0003] In most construction sites, the concrete casting molds used for column molds and load-bearing beam molds are usually assembled into the required shape with several small pieces of loose wood or other steel plates, and then reinforced with auxiliary parts such as screws or nails. Therefore, when installing the side mold structure at the construction site, it takes a lot of reinforcement parts and manpower, takes a lot of time, and the assembly process is troublesome. The disassembly process is cumbersome, time-consuming, and very difficult. Summary of the invention

[0004] The object of the present invention is to provide a method for installing a side module structure for building construction, which is convenient and quick to install and demould, can improve construction efficiency and reduce labor costs.

[0005] In order to solve the above technical problems, the technical solution adopted by the present invention is:

[0006] A method for installing a side mold group structure for building construction, the side mold group structure comprising a column mold and a transverse load-bearing beam mold; the installation method comprises the following steps:

[0007] Assembling the column mold and the transverse load-bearing beam mold;

[0008] Build a plurality of prefabricated steel grids side by side on the ground, hoist a plurality of column molds outside the prefabricated steel grids respectively, and fix the column molds to the ground through connectors;

[0009] The transverse load-bearing beam mold is hoisted between two adjacent column molds and fixed by connecting pieces.

[0010] Furthermore, in the present invention, the column mold is formed by relatively splicing two L-shaped column mold plates; the step of assembling the column mold includes:

[0011] Splicing the two column templates relative to each other and connecting and fixing them through a plurality of connecting pieces;

[0012] A first supporting frame is connected to the outer top of several of the column formworks.

[0013] Furthermore, in the present invention, the step of assembling the column mold further includes:

[0014] A second support frame is connected to the middle part of one side of several of the column formworks.

[0015] Furthermore, in the present invention, the transverse load-bearing beam mold includes a supporting beam body in a rectangular frame structure; the step of assembling the transverse load-bearing beam mold includes:

[0016] A top support structure is installed on the top of the support beam body through a connecting piece; wherein, the top support structure includes a first support plate and a second support plate, the first support plate is horizontally installed on the top of the support beam body, the second support plate is vertically connected to the first support plate, and a second support frame is connected to one side of the first support plate.

[0017] Furthermore, in the present invention, the step of hoisting the plurality of column molds respectively outside the prefabricated steel bar grid comprises:

[0018] Install the column form connected with the second support frame on the outside of the prefabricated steel mesh frame at the end, and direct the second support frame toward the side form structure on the opposite side;

[0019] The column form connected to the first support frame is installed outside the middle prefabricated steel bar grid, and the first support frame is directed toward the adjacent column form.

[0020] Furthermore, in the present invention, the step of hoisting the transverse load-bearing beam mold between two adjacent column molds and fixing them through a connecting piece includes:

[0021] The transverse load-bearing beam formwork is hoisted on the first supporting frame opposite to two adjacent column forms, and is connected and fixed to the first supporting frame through a connecting piece.

[0022] Furthermore, in the present invention, the step of hoisting the transverse load-bearing beam mold between two adjacent column molds and fixing them through a connecting piece also includes:

[0023] A plurality of triangular support frames are connected at intervals on the outer side of the transverse load-bearing beam mold.

[0024] Furthermore, the present invention further comprises: connecting a telescopic diagonal bracing column between the column mold and the transverse load-bearing beam mold, wherein two telescopic diagonal bracing columns are provided between two adjacent column molds.

[0025] Furthermore, in the present invention, the step of connecting the telescopic diagonal bracing column between the column mold and the transverse load-bearing beam mold includes:

[0026] One end of the telescopic diagonal brace column is hinged to the first diagonal brace connection position in the middle of one side of the column mold;

[0027] The other end of the telescopic diagonal brace column is hinged to the second diagonal brace connection position in the middle position of the transverse load-bearing beam mold.

[0028] Furthermore, in the present invention, it also includes: an inclined support column connected to the outside of the column mold and supported on the ground.

[0029] The present invention has at least the following advantages or beneficial effects:

[0030] The present invention uses prefabricated column molds, transverse load-bearing beam molds and prefabricated steel mesh frames. During construction and installation, the column molds are directly hoisted and fixed on a plurality of prefabricated steel mesh frames installed side by side, and then the transverse load-bearing beam mold is directly hoisted between two adjacent column molds to connect and fix. The installation and subsequent demoulding are simple, convenient and fast, do not require too much manpower and time, greatly reduce labor costs and time costs, improve construction efficiency, and shorten the construction period. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] 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.

[0032] Figure 1 A schematic diagram of the structure of a building construction side module structure provided in one embodiment of the present application;

[0033] Figure 2 A schematic diagram of the structure of a transverse load-bearing beam mold provided in one embodiment of the present application;

[0034] Figure 3 A schematic diagram of the structure of the column mold provided in the embodiment of the present application;

[0035] Figure 4 A flow chart of the steps of the installation method of the building construction side module structure provided in an embodiment of the present application.

[0036] Icons: 1-column formwork, 11-column formwork, 12-connecting plate, 13-first support frame, 14-second support frame, 2-prefabricated steel mesh, 3-transverse load-bearing beam formwork, 31-supporting beam body, 32-first support plate, 33-second support plate, 34-triangular support frame, 35-third support frame, 4-telescopic diagonal support column. DETAILED DESCRIPTION

[0037] 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.

[0038] 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.

[0039] Example

[0040] Please refer to Figure 1-Figure 4 This embodiment provides a method for installing a side module structure for building construction, wherein the side module structure includes a column module 1 and a transverse load-bearing beam module 3; the installation method includes the following steps:

[0041] S110, assembling the column mold 1 and the transverse load-bearing beam mold 3;

[0042] S120, building a plurality of prefabricated steel grids 2 side by side on the ground, hoisting a plurality of column molds 1 outside the prefabricated steel grids 2, and fixing the column molds 1 to the ground through connectors;

[0043] S130, hoisting the transverse load-bearing beam mold 3 between two adjacent column molds 1 and fixing it through a connecting piece.

[0044] Next, the installation method of the building construction side module structure of this exemplary embodiment will be further described.

[0045] In some embodiments of the present application, in the above step S110, the column mold 1 is formed by two L-shaped column molds 11 that are relatively spliced ​​together, and the specific steps of assembling the column mold 1 are: relatively splicing the two column molds 11 to form a rectangular structure with a hollow interior, and the connected edges of the column molds 11 are folded outward to form a connecting plate 12, and the folded connecting plate 12 is connected and fixed to the column mold 11 by bolts and nuts; a first support frame 13 is set on the outer top of several column molds 11 of the multiple column molds 1, and the first support frame 13 is used to support the longitudinal beam mold.

[0046] It should be noted that the multiple column molds 1 are divided into end-mounted column molds 1 and middle-mounted column molds 1. The column molds 1 installed at the end need to have their adjacent two sides connected to the first support frame 13, and only need to support one transverse load-bearing beam mold 3 and one longitudinal load-bearing beam mold. The column molds 1 installed in the middle need to have their adjacent three sides connected to the first support frame 13, and need to support two transverse load-bearing beam molds 3 and one longitudinal load-bearing beam mold.

[0047] As a preferred embodiment, in the above step S110, the step of assembling the column formwork 1 also includes: connecting a second support frame 14 in the middle of one side of several of the column formworks 11, the second support frame 14 is used to support the canopy bearing beam formwork, and the canopy is generally arranged at the end of the building, therefore, the second support frame 14 is connected to the middle of one side of the column formwork 1 installed at the end.

[0048] In some embodiments of the present application, in the above step S110, the transverse bearing beam mold 3 includes a supporting beam body 31 in a rectangular frame structure; the specific steps of assembling the transverse bearing beam mold 3 are: installing a top supporting structure on the top of the supporting beam body 31 through a connecting piece; wherein the top supporting structure includes a first supporting plate 32 and a second supporting plate 33, the first supporting plate 32 is horizontally installed on the top of the supporting beam body 31, the second supporting plate 33 is vertically connected to the first supporting plate 32, the first supporting plate 32 and the second supporting plate 33 are integrally connected, and the second supporting plate 33 is arranged close to one side of the first supporting plate 32. At least two second supporting plates 33 are provided, and the two second supporting plates 33 are coaxially arranged along the length direction of the first supporting plate 32. A second supporting frame 14 is connected to one side of the first supporting plate 32. The first supporting plate 32, the second supporting plate 33 and the second supporting frame 14 form a top supporting structure for supporting the top plate template, and the second supporting frame 14 supports the top plate template and transmits the force of the top plate template to the supporting beam body 31.

[0049] In some embodiments of the present application, in the above step S120, the specific steps of hoisting the plurality of column molds 1 on the outside of the prefabricated steel grid 2 are as follows:

[0050] The column formwork 1 connected to the second support frame 14 is installed outside the prefabricated steel mesh frame 2 at the end, and the second support frame 14 is directed toward the side formwork structure on the opposite side; so that the longitudinal load-bearing beam formwork can be hoisted on the opposite second support frame 14.

[0051] The column formwork 1 connected to the first support frame 13 is installed outside the middle prefabricated steel mesh frame 2, and the first support frame 13 is directed toward the adjacent column formwork 1; so that the transverse load-bearing beam formwork 3 can be hoisted on the opposite first support frame 13.

[0052] As a preferred implementation mode, in the above step S130, the step of hoisting the transverse load-bearing beam mold 3 between two adjacent column molds 1 and fixing it through a connecting piece includes: hoisting the transverse load-bearing beam mold 3 on the first support frame 13 opposite to the two adjacent column molds 1, and connecting and fixing it with the first support frame 13 through bolts and nuts; connecting a plurality of triangular support frames 34 at intervals on the outer side of the transverse load-bearing beam mold 3, and the above triangular support frames 34 are used to build a pedestrian passage, that is, the passage plate can be installed on the plurality of triangular support frames 34 to facilitate the construction workers to walk.

[0053] The first support frame 13 and the second support frame 14 are both triangular structures, the vertical surfaces of which are used to connect and fix with the column formwork 1, and the horizontal surfaces of which are used to bear the beam formwork. The triangular ribs inside them improve the supporting strength.

[0054] As a preferred implementation, the installation method of this embodiment further includes: connecting a telescopic diagonal brace column 4 between the column mold 1 and the transverse load-bearing beam mold 3, wherein two telescopic diagonal brace columns 4 are provided between two adjacent column molds 1. Specifically, one end of the telescopic diagonal brace column 4 is hinged to a first diagonal brace connection position in the middle of one side of the column mold 1; and the other end of the telescopic diagonal brace column 4 is hinged to a second diagonal brace connection position in the middle of the transverse load-bearing beam mold 3. The telescopic diagonal brace column 4 is used to support the column mold 1 and the transverse load-bearing beam mold 3 to improve their installation stability.

[0055] As a preferred implementation method, the installation method of this embodiment also includes: connecting an inclined support column supported on the ground to the outside of the column mold 1, that is, setting an inclined support column on the outside of the column mold 1, supported on the ground, supporting the column, and improving the installation stability of the column mold 1.

[0056] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A method for installing a building construction side module structure, characterized in that: The side mold group structure includes a column mold and a transverse load-bearing beam mold; the installation method includes the following steps: Assembling the column mold and the transverse load-bearing beam mold; Build a plurality of prefabricated steel grids side by side on the ground, hoist a plurality of column molds outside the prefabricated steel grids respectively, and fix the column molds to the ground through connectors; The transverse load-bearing beam mold is hoisted between two adjacent column molds and fixed by connecting pieces.

2. The method for installing the side module structure of a building construction according to claim 1, characterized in that: The column mold is formed by relatively splicing two L-shaped column mold plates; the step of assembling the column mold includes: Splicing the two column templates relative to each other and connecting and fixing them through a plurality of connecting pieces; A first supporting frame is connected to the outer top of several of the column formworks.

3. The method for installing the side module structure of a building construction according to claim 2, characterized in that: The step of assembling the column mold also includes: A second support frame is connected to the middle part of one side of several of the column formworks.

4. The method for installing the side module structure for building construction according to claim 3, characterized in that: The transverse load-bearing beam mold includes a supporting beam body in a rectangular frame structure; the step of assembling the transverse load-bearing beam mold includes: A top support structure is installed on the top of the support beam body through a connecting piece; wherein, the top support structure includes a first support plate and a second support plate, the first support plate is horizontally installed on the top of the support beam body, the second support plate is vertically connected to the first support plate, and a third support frame is connected to one side of the first support plate.

5. The method for installing the side module structure for building construction according to claim 4, characterized in that: The step of hoisting the plurality of column molds respectively outside the prefabricated steel bar grid comprises: Install the column form connected with the second support frame on the outside of the prefabricated steel mesh frame at the end, and direct the second support frame toward the side form structure on the opposite side; The column form connected to the first support frame is installed outside the middle prefabricated steel bar grid, and the first support frame is directed toward the adjacent column form.

6. The method for installing the side module structure of a building construction according to claim 2, characterized in that: The step of hoisting the transverse load-bearing beam mold between two adjacent column molds and fixing them through a connecting piece includes: The transverse load-bearing beam formwork is hoisted on the first supporting frame opposite to two adjacent column forms, and is connected and fixed to the first supporting frame through a connecting piece.

7. The method for installing the side module structure for building construction according to claim 6, characterized in that: The step of hoisting the transverse load-bearing beam mold between two adjacent column molds and fixing them through a connecting piece also includes: A plurality of triangular support frames are connected at intervals on the outer side of the transverse load-bearing beam mold.

8. The method for installing a building construction side module structure according to claim 1, characterized in that: Also includes: A telescopic diagonal bracing column is connected between the column mold and the transverse load-bearing beam mold, wherein two telescopic diagonal bracing columns are provided between two adjacent column molds.

9. The method for installing the side module structure of a building construction according to claim 8, characterized in that: The step of connecting the telescopic diagonal bracing column between the column mold and the transverse load-bearing beam mold comprises: One end of the telescopic diagonal brace column is hinged to the first diagonal brace connection position in the middle of one side of the column mold; The other end of the telescopic diagonal brace column is hinged to the second diagonal brace connection position in the middle position of the transverse load-bearing beam mold.

10. The method for installing a building construction side module structure according to claim 9, characterized in that: Also includes: An inclined support column supported on the ground is connected to the outer side of the column mold.

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