Installation method of module structure in building construction

Abstract

The invention provides a mounting method of a module structure in building construction, and relates to the technical field of building construction. The method comprises the steps of firstly determining the front-back orientation of a to-be-constructed concrete floor based on a house design drawing; transversely mounting two first upright reinforcement net racks on the front part of the concrete ground at intervals, and mounting two second upright reinforcement net racks on the rear part of the concrete ground in one-to-one longitudinal correspondence; then, each first stand column steel bar net rack is sleeved with a first stand column pouring mold, and each second stand column steel bar net rack is sleeved with a second stand column pouring mold; then a transverse bearing beam module is installed between the first stand column pouring mold and the second stand column pouring mold, and a longitudinal bearing beam module is installed between the first stand column pouring mold and the second stand column pouring mold which are opposite; and finally, an internal and external corner pouring mold is installed on the top of each stand column pouring mold. The construction method has the advantages that parts are relatively few, the construction method is quick to construct, the construction efficiency can be improved, and the constructional engineering progress is accelerated.

Description

Technical Field

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

[0002] Concrete buildings refer to buildings that are mainly built with concrete as the main building material. Concrete is usually made of cement, aggregates (such as sand, gravel, etc.), water and admixtures mixed in a certain proportion, and then poured and cured to form a structural material with certain strength, durability and stability. Concrete buildings are widely used in various types of buildings such as residential, commercial, industrial and public facilities due to their durability, strong plasticity and relatively low cost, including but not limited to high-rise buildings, bridges, dams, factories and other building structures of different scales and functions.

[0003] For a concrete building with three rooms on the ground floor, when constructing the middle room, the conventional process is to first level the site and excavate the foundation, then build a formwork, lay a steel skeleton in the formwork, and then pour concrete mixed with cement, aggregate, water and admixtures in proportion into the formwork. After vibrating and compacting, curing and other processes, the construction of the foundation, columns, beams, slabs and other structures is gradually completed, and finally a sturdy and durable concrete building is built. However, the formwork currently used is usually assembled into the required shape using bulk wooden boards or other steel plates, and then reinforced with auxiliary parts such as screws or nails. This method not only requires a large amount of reinforcement parts, but also requires a lot of manpower, takes a long time, and the assembly process is very troublesome, which seriously affects the construction efficiency and project progress, and increases the construction cost. Summary of the invention

[0004] The purpose of the present invention is to provide a method for installing a module structure in building construction, aiming to solve the technical problems in the above-mentioned background technology.

[0005] The embodiment of the present invention is achieved as follows:

[0006] The embodiment of the present application provides a method for installing a module structure in construction, comprising the following steps: determining the front and rear positions of a concrete floor to be constructed based on a house design drawing; installing two first column steel mesh frames at a horizontal interval in the front of the above-mentioned concrete floor, and installing two second column steel mesh frames at a horizontal interval in the rear of the above-mentioned concrete floor, so that the two first column steel mesh frames correspond to the two second column steel mesh frames one by one longitudinally; a first column casting mold is mounted on each of the above-mentioned first column steel mesh frames, and a second column casting mold is mounted on each of the above-mentioned second column steel mesh frames; a transverse load-bearing beam module is installed between the two above-mentioned first column casting molds and between the two above-mentioned second column casting molds, and then two prepared longitudinal load-bearing beam modules are respectively installed between two groups of longitudinally opposite first column casting molds and second column casting molds; and a Yin-Yang corner casting mold is installed on the top of each first column casting mold and the top of each second column casting mold.

[0007] Further, based on the above-mentioned solution, the above-mentioned first column casting mold and the above-mentioned second column casting mold are both fixed to the bolts embedded in the concrete floor through nuts.

[0008] Further, based on the above solution, a first support frame and a second support frame are provided on the outer side of the first column casting mold and the outer side of the second column casting mold;

[0009] The first support frame is detachably connected to the transverse load-bearing beam module via a bolt group, and the second support frame is detachably connected to the longitudinal load-bearing beam module via another bolt group.

[0010] Further, based on the aforementioned solution, the two above-mentioned transverse load-bearing beam modules are jointly overlapped with a plurality of top plates, and the plurality of top plates are arranged in sequence along the transverse direction of the above-mentioned concrete floor, thereby forming a supporting plane.

[0011] Furthermore, based on the above-mentioned solution, a parapet casting mold is installed around the above-mentioned supporting plane.

[0012] Furthermore, based on the above-mentioned solution, a triangular bracket is installed on each of the above-mentioned transverse load-bearing beam modules and each of the above-mentioned longitudinal load-bearing beam modules for building a human-shaped passage.

[0013] Further, based on the above-mentioned solution, a longitudinal overlapping load-bearing beam module is installed between the two above-mentioned transverse load-bearing beam modules.

[0014] Further, based on the above-mentioned solution, a telescopic support rod for abutting against the concrete floor is arranged on the bottom side of the above-mentioned longitudinal lap load-bearing beam module.

[0015] Further, based on the above solution, a pressure sensor is installed on the bottom side of the telescopic support rod.

[0016] Further, based on the above-mentioned solution, the above-mentioned first column casting mold and the above-mentioned second column casting mold are both formed by splicing two L-shaped column templates.

[0017] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0018] The middle module installation method based on the present application can realize the rapid construction of the middle module structure. Through the middle module structure, the middle room can be quickly cast and formed. Compared with the traditional middle module structure, the present application not only uses relatively fewer parts, but also has the advantage of rapid construction, which is conducive to improving construction efficiency and accelerating the progress of construction projects. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] 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.

[0020] Figure 1 This is a flow chart of a method for installing a module structure in building construction according to an embodiment of the present invention;

[0021] Figure 2 This is a front view of a middle module structure used in building construction according to an embodiment of the present invention;

[0022] Figure 3 A top view of a middle module structure used in building construction according to an embodiment of the present invention;

[0023] Figure 4 This is a schematic structural diagram of a transverse load-bearing beam module according to an embodiment of the present invention;

[0024] Figure 5 It is a schematic structural diagram of the first column casting mold according to an embodiment of the present invention.

[0025] Icons: 1-first column casting mold, 2-transverse load-bearing beam mold, 201-rebar truss, 202-beam casting formwork, 203-third support frame, 204-triangular bracket, 3-longitudinal load-bearing beam mold, 4-longitudinal lap load-bearing beam mold, 5-telescopic support rod, 6-second column casting mold, 7-first support frame, 8-second support frame, 9-transverse reinforcement bar, 10-vertical reinforcement bar. DETAILED DESCRIPTION

[0026] The embodiments of the present application are described in detail below in conjunction with the drawings in the embodiments of the present application.

[0027] Example

[0028] Please refer to Figure 1-Figure 5 The embodiment of the present application provides a method for installing a module structure in a building construction, comprising the following steps: determining the front and rear orientation of a concrete floor to be constructed based on a house design drawing; installing two first column steel mesh frames at a horizontal interval in the front of the above-mentioned concrete floor, and installing two second column steel mesh frames at a horizontal interval in the rear of the above-mentioned concrete floor, so that the two first column steel mesh frames correspond to the two second column steel mesh frames one by one longitudinally; a first column casting mold 1 is mounted on each of the above-mentioned first column steel mesh frames, and a second column casting mold 6 is mounted on each of the above-mentioned second column steel mesh frames; a transverse bearing beam module 2 is installed between the two above-mentioned first column casting molds 1 and between the two above-mentioned second column casting molds 6, and then two prepared longitudinal bearing beam modules 3 are respectively installed between the two sets of longitudinally opposite first column casting molds 1 and the above-mentioned second column casting molds 6; and a Yin-Yang corner casting mold is installed on the top of each first column casting mold 1 and the top of each second column casting mold 6.

[0029] The middle module installation method based on the present application can realize the rapid construction of the middle module structure. Through the middle module structure, the middle room can be quickly cast and formed. Compared with the traditional middle module structure, the present application not only uses relatively fewer parts, but also has the advantage of rapid construction, which is conducive to improving construction efficiency and accelerating the progress of construction projects.

[0030] Optionally, the transverse bearing beam mold 2 and the longitudinal bearing beam mold 3 both include a steel truss 201, a beam casting template 202 and a third support frame 203, the steel truss 201 is arranged along the transverse direction or the longitudinal direction of the concrete foundation, the beam casting template 202 is arranged on the upper side of the steel truss 201, and the third support frame 203 is arranged on the inner side of the beam casting template 202. In the above embodiment, the two ends of the beam casting template 202 are correspondingly connected to the column casting mold (the first column casting mold 1 or the second column casting mold 6) on the same side. In this way, the transverse bearing beam mold, the longitudinal bearing beam mold and the column mold (two first column casting molds 1 and two second column casting molds 6) can be cast in one piece, which not only improves the structural stability of the forming mold, but also improves the work efficiency.

[0031] As a preferred implementation, the first column casting mold 1 and the second column casting mold 6 are both fixed to bolts pre-buried in the concrete floor by nuts.

[0032] In the above embodiment, the connection mode of the nut plays an important role in that it can realize the rapid installation or removal of the first column casting mold 1 and the second column casting mold 6, which is greatly beneficial to improve the construction efficiency.

[0033] As a preferred embodiment, a first support frame 7 and a second support frame 8 are provided on the outer side of the first column casting mold 1 and the outer side of the second column casting mold 6; wherein the first support frame 7 is detachably connected to the transverse load-bearing beam module 2 through a bolt group, and the second support frame 8 is detachably connected to the longitudinal load-bearing beam module 3 through another bolt group.

[0034] In the above embodiment, the first support frame 7 can support and position the transverse load beam module 2, and the second support frame 8 can support and position the longitudinal load beam module 3. In addition, both the first support frame 7 and the second support frame 8 can be detachably arranged, and are flexible and convenient to use.

[0035] As a preferred implementation, the two transverse load-bearing beam modules 2 are overlapped with a plurality of top plates, and the plurality of top plates are arranged in sequence along the transverse direction of the concrete floor, thereby forming a supporting plane.

[0036] In the above embodiment, the design of the top plate is very clever. It can form a supporting plane, which is convenient for building a steel mesh and provides good conditions for pouring the floor slab.

[0037] As a preferred implementation, a parapet casting mold is installed around the above-mentioned supporting plane.

[0038] In the above embodiments, the parapet plays many important roles. First, it provides safety protection to prevent people from accidentally falling from the roof, and at the same time protects the roof facilities from falling due to external forces. In terms of waterproofing and drainage, it can block the overflow of rainwater and guide it to be discharged in an orderly manner. It also serves as the closing point of the roof waterproofing membrane to enhance the waterproof performance. In addition, the parapet has a decorative effect, beautifying the appearance of the building and enriching the outline of the building through different designs and matching. It can also install auxiliary facilities such as lightning protection devices to improve the stability of the building structure to a certain extent.

[0039] As a preferred implementation, a triangular bracket 204 is installed on each of the above-mentioned transverse load-bearing beam modules 2 and each of the above-mentioned longitudinal load-bearing beam modules 3 to be used for building a human-shaped passage.

[0040] In the above embodiment, the constructed humanoid passage can be used for construction workers to walk, providing convenience for the construction workers.

[0041] As a preferred implementation, a longitudinal overlapping load-bearing beam module 4 is installed between the two transverse load-bearing beam modules 2 .

[0042] In the above embodiment, the design of longitudinally overlapping the load-bearing beam mold 4 can further improve the structural stability of the present application.

[0043] As a preferred embodiment, a telescopic support rod 5 for contacting the concrete floor is provided on the bottom side of the above-mentioned longitudinal lap load-bearing beam mold group 4.

[0044] In the above embodiment, the design of the telescopic support rod 5 plays an important role in supporting the longitudinal lap load-bearing beam mold 4 and further improving the structural stability of the longitudinal lap load-bearing beam mold 4 .

[0045] As a preferred implementation, a pressure sensor is installed on the bottom side of the telescopic support rod 5 .

[0046] In the above embodiment, the pressure sensor is designed to detect the pressure value of the longitudinally overlapped load-bearing beam mold 4 .

[0047] As a preferred embodiment, the first column casting mold 1 and the second column casting mold 6 are both formed by splicing two L-shaped column templates.

[0048] In the above embodiment, the first column casting mold 1 and the second column casting mold 6 are both composed of a splicing structure. This design not only has the advantage of being easy to manufacture, but also can be split into two L-shaped column templates, reducing the overall volume and facilitating transportation and storage.

[0049] Optionally, a plurality of transverse reinforcement strips 9 and a plurality of vertical reinforcement strips 10 are provided on the outer side of the L-shaped column formwork to improve the structural stability of the formed L-shaped column formwork.

[0050] The two L-shaped column templates are detachably connected by a bolt group. The connection method of the bolt group can realize the rapid connection or disassembly of the two L-shaped column templates, which is conducive to improving the installation and disassembly efficiency of the first column casting mold 1 and the second column casting mold 6.

[0051] In addition, unless otherwise expressly specified or limited, in the embodiments of the present application, if the terms "installation" and "connection" appear, they should be understood in a broad sense. For example, "connection" can be a detachable connection or a non-detachable connection; it can be a direct connection or an indirect connection through an intermediate medium. If the terms "upper", "lower", "left", "right", "inner", "outer", "side" and other directional terms appear, they are only with reference to the direction of the accompanying drawings or the orientation in which the product is usually placed when in use. They are only for the purpose of clearly describing the present application, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and cannot be understood as a limitation on the present application. The terms "first", "second", etc. are only used to distinguish the description, and cannot be understood as indicating or implying relative importance; "multiple" means at least two. In the embodiments of the present application, the limitations of relative positional relationships such as parallel, vertical, and aligned are all for the current technological level, rather than absolutely strict limitations. A small amount of deviation is allowed, and approximately parallel, approximately vertical, approximately aligned, etc. are all acceptable. For example, A and B are parallel, which means that A and B are parallel or approximately parallel, and the angle between A and B can be between 0 degrees and 10 degrees.

[0052] The above are only some embodiments and implementation methods of the present application. The protection scope of the present application is not limited thereto. In the absence of conflict, the embodiments and features in the embodiments of the present application can be combined with each other. Any combination of features in different embodiments is also within the protection scope of the present application. Any changes or substitutions that can be easily thought of by any technician familiar with the field within the technical scope disclosed in the present application should be covered within the protection scope of the present application.

Claims

1. A method for installing a module structure in building construction, characterized in that: The steps include: Determine the front and back positions of the concrete floor to be constructed based on the house design drawings; Two first column steel mesh frames are installed at intervals in the front of the concrete floor, and two second column steel mesh frames are installed at intervals in the rear of the concrete floor, so that the two first column steel mesh frames correspond to the two second column steel mesh frames one by one in the longitudinal direction; A first column casting mold (1) is mounted on each of the first column steel mesh frames, and a second column casting mold (6) is mounted on each of the second column steel mesh frames; A transverse load-bearing beam module (2) is installed between two of the first column casting molds (1) and between two of the second column casting molds (6), and two prepared longitudinal load-bearing beam modules (3) are respectively installed between two sets of longitudinally opposite first column casting molds (1) and second column casting molds (6); A positive and negative corner casting mold is installed on the top of each first column casting mold (1) and the top of each second column casting mold (6).

2. The method for installing a module structure in construction according to claim 1, characterized in that: The first column casting mold (1) and the second column casting mold (6) are both fixed to bolts pre-buried in the concrete floor via nuts.

3. The method for installing a module structure in construction according to claim 2, characterized in that: A first support frame (7) and a second support frame (8) are both provided on the outer side of the first column casting mold (1) and the outer side of the second column casting mold (6); The first support frame (7) is detachably connected to the transverse load-bearing beam module (2) via a bolt group, and the second support frame (8) is detachably connected to the longitudinal load-bearing beam module (3) via another bolt group.

4. The method for installing a module structure in construction according to claim 1, characterized in that: The two transverse load-bearing beam modules (2) are jointly overlapped with a plurality of top plates, and the plurality of top plates are arranged in sequence along the transverse direction of the concrete floor, thereby forming a supporting plane.

5. The method for installing a module structure in construction according to claim 4, characterized in that: A parapet casting mold is installed around the supporting plane.

6. The method for installing a module structure in construction according to claim 1, characterized in that: A triangular bracket (204) is installed on each of the transverse load-bearing beam modules (2) and each of the longitudinal load-bearing beam modules (3) for building a human-shaped passage.

7. The method for installing a module structure in construction according to claim 1, characterized in that: A longitudinal overlapping load-bearing beam module (4) is installed between the two transverse load-bearing beam modules (2).

8. The method for installing a module structure in building construction according to claim 7, characterized in that: A telescopic support rod (5) for contacting the concrete floor is arranged on the bottom side of the longitudinal overlapping load-bearing beam mould (4) group.

9. The method for installing a module structure in building construction according to claim 8, characterized in that: A pressure sensor is installed on the bottom side of the telescopic support rod (5).

10. The method for installing a module structure in building construction according to claim 1, characterized in that: The first column casting mold (1) and the second column casting mold (6) are both formed by splicing two L-shaped column templates.

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