Middle module structure for building construction

Abstract

The invention provides a middle module structure for building construction, and relates to the technical field of building construction. The structure is applied to a concrete foundation and comprises two first stand column molds arranged in the transverse direction of the concrete foundation in a spaced mode and two second stand column molds arranged behind any first stand column mold and transversely arranged in a spaced mode, and the two first stand column molds and the two second stand column molds are distributed in a rectangular mode. One transverse bearing beam mold is arranged between the two first upright column molds, the two ends of the transverse bearing beam mold are detachably matched with the first upright column molds, and the other transverse bearing beam mold is arranged between the two second upright column molds. In addition, two longitudinal bearing beam molds are connected with the first stand column mold and the second stand column mold. The two longitudinal bearing beam molds, the two transverse bearing beam molds, the two first stand column molds and the two second stand column molds jointly define a rectangular frame. The middle module structure is easy to assemble, and the pouring efficiency is greatly improved.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a middle module structure used 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 middle module structure for 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 middle mold group structure for building construction, which is applied to a concrete foundation, including: two first column molds, which are arranged at intervals along the transverse direction of the above-mentioned concrete foundation; two second column molds arranged behind any of the above-mentioned first column molds, which are arranged at intervals along the transverse direction of the above-mentioned concrete foundation; wherein the two above-mentioned first column molds and the two above-mentioned second column molds are distributed in a rectangular shape; two transverse load-bearing beam molds, wherein one of the above-mentioned transverse load-bearing beam molds is arranged between the two above-mentioned first column molds, and its two ends are respectively detachably matched with the two above-mentioned first column molds, and the other above-mentioned transverse load-bearing beam mold is arranged between the two above-mentioned second column molds, and its two ends are respectively detachably matched with the two above-mentioned second column molds; a longitudinal load-bearing beam mold, connecting one of the above-mentioned first column molds and one of the above-mentioned second column molds; wherein the number of the above-mentioned longitudinal load-bearing beam molds is two, and the two above-mentioned longitudinal load-bearing beam molds, the two above-mentioned transverse load-bearing beam molds, the two above-mentioned first column molds and the two above-mentioned second column molds together form a rectangular frame.

[0007] Further, based on the above-mentioned scheme, a first support frame and a second support frame are arranged on the outer side of the above-mentioned first column mold and the outer side of the above-mentioned second column mold, the above-mentioned first support frame is used to support the above-mentioned transverse load-bearing beam mold, and the above-mentioned second support frame is used to support the above-mentioned longitudinal load-bearing beam mold.

[0008] Further, based on the aforementioned scheme, the above-mentioned transverse load-bearing beam mold and the above-mentioned longitudinal load-bearing beam mold both include a steel truss, a beam casting formwork and a third support frame, the above-mentioned steel truss is arranged along the transverse direction or the longitudinal direction of the above-mentioned concrete foundation, the above-mentioned beam casting formwork is arranged on the upper side of the above-mentioned steel truss, and the above-mentioned third support frame is arranged on the inner side of the above-mentioned beam casting formwork.

[0009] Further, based on the aforementioned solution, the steel bar truss is connected to the first support frame or the second support frame through a bolt group.

[0010] Further, based on the aforementioned solution, a plurality of triangular brackets are laterally arranged on the front side of the steel bar truss.

[0011] Further, based on the above scheme, the above-mentioned transverse load-bearing beam mold also includes a longitudinal lap load-bearing beam mold; wherein, the inner side of the above-mentioned beam casting template is provided with an opening connected to its internal casting space, and the casting area of ​​the above-mentioned longitudinal lap load-bearing beam mold is connected to the above-mentioned opening.

[0012] Furthermore, based on the above scheme, it also includes a telescopic support rod, one end of which abuts against the bottom side of the longitudinal lap load-bearing beam mold, and the other end abuts against the concrete foundation through a pressure sensor.

[0013] Further, based on the above-mentioned scheme, the above-mentioned telescopic support rod includes: a support rod body, one end of which is provided with a threaded groove; a threaded rod, a first end of which is threadedly matched with the above-mentioned threaded groove, and the second end passes through the above-mentioned threaded groove; and a pressing plate, which is arranged at the second end of the above-mentioned threaded rod.

[0014] Further, based on the above-mentioned solution, the above-mentioned first column mold and the above-mentioned second column mold are both formed by splicing two L-shaped column mold plates.

[0015] Furthermore, based on the aforementioned solution, the two L-shaped column formworks are detachably connected via a bolt group.

[0016] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0017] The module structure of the present application has significant advantages in practical use. Four rectangularly distributed column steel grids are arranged on the concrete foundation, and four column molds (two first column molds and two second column molds) are correspondingly covered on the column steel grid, and then two transverse load-bearing beam molds and two longitudinal load-bearing beam molds are installed to form a rectangular frame as a whole. Subsequently, by pouring concrete, the four column molds, the transverse load-bearing beam molds, and the longitudinal load-bearing beam molds quickly form a rectangular concrete structure. Compared with the traditional concrete pouring method, this module structure is not only simple to assemble, but also greatly improves the pouring efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] 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.

[0019] Figure 1 This is a front view of a middle module structure used in building construction according to an embodiment of the present invention;

[0020] Figure 2 A top view of a middle module structure used in building construction according to an embodiment of the present invention;

[0021] Figure 3 for Figure 1 A partial enlarged view of middle A;

[0022] Figure 4 It is a structural schematic diagram of a transverse load-bearing beam mold according to an embodiment of the present invention;

[0023] Figure 5 This is a schematic structural diagram of a first column mold according to an embodiment of the present invention;

[0024] Figure 6 The present invention is a schematic diagram of a construction of a middle module structure used in building construction according to an embodiment of the present invention.

[0025] Icons: 1-first column mold, 2-transverse load-bearing beam mold, 201-rebar truss, 202-beam casting template, 203-opening, 204-third support frame, 205-triangular bracket, 3-longitudinal load-bearing beam mold, 4-longitudinal lap load-bearing beam mold, 5-telescopic support rod, 501-support rod body, 502-locking nut, 503-threaded rod, 504-pressing plate, 6-second column mold, 7-first support frame, 8-second support frame, 9-transverse reinforcement bar, 10-vertical reinforcement bar, 11-pressure sensor. 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 6 , a middle module structure for building construction, applied to concrete foundation, comprising: two first column molds 1, which are arranged at intervals along the transverse direction of the above-mentioned concrete foundation; two second column molds 6 arranged behind any of the above-mentioned first column molds 1, which are arranged at intervals along the transverse direction of the above-mentioned concrete foundation; wherein the two above-mentioned first column molds 1 and the two above-mentioned second column molds 6 are distributed in a rectangular shape; two transverse bearing beam molds 2, wherein one of the above-mentioned transverse bearing beam molds 2 is arranged between the two above-mentioned first column molds 1, and the two ends are respectively detachably matched with the two above-mentioned first column molds 1, and the other above-mentioned transverse bearing beam mold 2 is arranged between the two above-mentioned second column molds 6, and the two ends are respectively detachably matched with the two above-mentioned second column molds 6; a longitudinal bearing beam mold 3, connecting one of the above-mentioned first column molds 1 and one of the above-mentioned second column molds 6; wherein the number of the above-mentioned longitudinal bearing beam molds 3 is two, and the two above-mentioned longitudinal bearing beam molds 3, the two above-mentioned transverse bearing beam molds 2, the two above-mentioned first column molds 1 and the two above-mentioned second column molds 6 together form a rectangular frame.

[0029] The module structure of the present application has significant advantages in practical use. Four rectangularly distributed column steel grids are arranged on the concrete foundation, and four column molds (two first column molds 1 and two second column molds 6) are correspondingly covered on the column steel grid, and then two transverse load-bearing beam molds 2 and two longitudinal load-bearing beam molds 3 are installed to form a rectangular frame as a whole. Subsequently, by pouring concrete, the four column molds, the transverse load-bearing beam molds 2, and the longitudinal load-bearing beam molds 3 are quickly formed into a rectangular concrete structure. Compared with the traditional concrete pouring method, this module structure is not only simple to assemble, but also greatly improves the pouring efficiency.

[0030] As a preferred embodiment, the outer side of the first column mold 1 and the outer side of the second column mold 6 are both provided with a first support frame 7 and a second support frame 8, the first support frame 7 is used to support the transverse load-bearing beam mold 2, and the second support frame 8 is used to support the longitudinal load-bearing beam mold 3.

[0031] In the above embodiment, the first support frame 7 is detachably arranged on the outside of the first column mold 1 through a bolt group, and the second support frame 8 is detachably arranged on the outside of the second column mold 6 through a bolt group. The first support frame 7 is provided with a screw hole for connecting the transverse load-bearing beam mold 2, so that the two can be further positioned by bolts; the second support frame 8 is provided with a screw hole for connecting the longitudinal load-bearing beam mold 3, which is also convenient for the two to be positioned by bolts. This greatly improves the stability of the installation of the transverse load-bearing beam mold 2 and the longitudinal load-bearing beam mold 3.

[0032] As a preferred embodiment, the above-mentioned transverse load-bearing beam mold 2 and the above-mentioned longitudinal load-bearing beam mold 3 both include a steel truss 201, a beam casting template 202 and a third support frame 204. The above-mentioned steel truss 201 is arranged along the transverse direction or the longitudinal direction of the above-mentioned concrete foundation, the above-mentioned beam casting template 202 is arranged on the upper side of the above-mentioned steel truss 201, and the above-mentioned third support frame 204 is arranged on the inner side of the above-mentioned beam casting template 202.

[0033] In the above embodiment, the two ends of the beam casting template 202 are correspondingly connected to the column mold (the first column mold 1 or the second column mold 6) on the same side. In this way, the transverse load-bearing beam mold 2, the longitudinal load-bearing beam mold 3 and the column mold (two first column molds 1 and two second column 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.

[0034] As a preferred embodiment, the steel bar truss 201 is connected to the first support frame 7 or the second support frame 8 via a bolt group.

[0035] In the above embodiment, the bolt group connection method can realize the rapid installation or removal of the steel truss 201. The same end of the steel truss 201 is connected by at least two bolt groups, which is conducive to improving the stability of its installation and ensuring the firmness and reliability of the building structure.

[0036] As a preferred implementation, a plurality of triangular brackets 205 are laterally arranged on the front side of the steel bar truss 201 .

[0037] In the above embodiment, the passageway is directly laid on the plurality of triangular brackets 205 to build a pedestrian passageway, providing a place for construction workers to walk. The plurality of triangular brackets 205 have high support stability and can effectively ensure the safety of pedestrians.

[0038] As a preferred embodiment, the transverse load-bearing beam mold 2 further includes a longitudinal overlap load-bearing beam mold 4; wherein the inner side of the beam casting template 202 is provided with an opening 203 connected to the internal casting space thereof, and the casting area of ​​the longitudinal overlap load-bearing beam mold 4 is connected to the opening 203. The design of the longitudinal overlap load-bearing beam mold 4 can further improve the structural stability of the present application.

[0039] As a preferred embodiment, it further comprises a telescopic support rod 5 , one end of which abuts against the bottom side of the longitudinal lap-bearing beam mold 4 , and the other end abuts against the concrete foundation through a pressure sensor 11 .

[0040] 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, further improving the structural stability of the longitudinal lap load-bearing beam mold 4. At the same time, the design of the pressure sensor 11 can detect the pressure value of the longitudinal lap load-bearing beam mold 4.

[0041] As a preferred embodiment, the telescopic support rod 5 includes: a support rod body 501, one end of which is provided with a threaded groove; a threaded rod 503, a first end of which is threadedly matched with the threaded groove and a second end passes through the threaded groove; and a pressing plate 504, which is provided at the second end of the threaded rod 503.

[0042] In the above embodiment, the length of the telescopic support rod 5 can be adjusted by the cooperation of the threaded rod 503 and the support rod shaft 501 to adapt to the support positioning of the longitudinally overlapped load-bearing beam molds 4 of different heights. The design of the pressing sheet 504 is very clever, which can increase the contact area between the telescopic support rod 5 and the pressure sensor 11, and protect the pressure sensor 11.

[0043] Specifically, a locking nut 502 is sleeved on the threaded rod 503 to lock the position of the threaded rod 503 after rotation.

[0044] As a preferred embodiment, the first column mold 1 and the second column mold 6 are both formed by splicing two L-shaped column mold plates.

[0045] In the above embodiment, the first column mold 1 and the second column 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 molds, reducing the overall volume and facilitating transportation and storage.

[0046] 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.

[0047] As a preferred implementation, the two L-shaped column templates are detachably connected via a bolt group.

[0048] In the above embodiment, the connection method using the bolt group can realize the rapid connection or disassembly of the two L-shaped column molds, which is conducive to improving the installation and disassembly efficiency of the first column mold 1 and the second column mold 6.

[0049] 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.

[0050] 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 medium module structure for building construction, applied to a concrete foundation, characterized in that: include: Two first column molds (1) are arranged at intervals along the lateral direction of the concrete foundation; Two second column molds (6) are arranged behind any one of the first column molds (1) and are arranged at intervals in the transverse direction of the concrete foundation; Wherein, the two first column molds (1) and the two second column molds (6) are distributed in a rectangular shape; Two transverse load-bearing beam molds (2), wherein one of the transverse load-bearing beam molds (2) is arranged between the two first column molds (1), and the two ends are respectively detachably matched with the two first column molds (1), and the other transverse load-bearing beam mold (2) is arranged between the two second column molds (6), and the two ends are respectively detachably matched with the two second column molds (6); A longitudinal load-bearing beam mold (3) connects one of the first column molds (1) and one of the second column molds (6); There are two longitudinal load-bearing beam molds (3), and the two longitudinal load-bearing beam molds (3), the two transverse load-bearing beam molds (2), the two first column molds (1) and the two second column molds (6) together form a rectangular frame.

2. A middle module structure for building construction according to claim 1, characterized in that: A first support frame (7) and a second support frame (8) are provided on the outer side of the first column mold (1) and the outer side of the second column mold (6); the first support frame (7) is used to support the transverse load-bearing beam mold (2), and the second support frame (8) is used to support the longitudinal load-bearing beam mold (3).

3. A middle module structure for building construction according to claim 2, characterized in that: The transverse load-bearing beam mold (2) and the longitudinal load-bearing beam mold (3) both comprise a steel bar truss (201), a beam casting template (202) and a third support frame (204); the steel bar 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 bar truss (201); and the third support frame (204) is arranged on the inner side of the beam casting template (202).

4. A middle module structure for building construction according to claim 3, characterized in that: The steel bar truss (201) is connected to the first support frame (7) or the second support frame (8) via a bolt group.

5. A middle module structure for building construction according to claim 4, characterized in that: A plurality of triangular brackets (205) are laterally arranged on the front side of the steel bar truss (201).

6. The middle module structure for building construction according to claim 3, characterized in that: The transverse load-bearing beam mold (2) further comprises a longitudinal overlap load-bearing beam mold (4); The inner side of the beam casting template (202) is provided with an opening (203) connected to the internal casting space thereof, and the casting area of ​​the longitudinally overlapped load-bearing beam template (4) is connected to the opening (203).

7. A middle module structure for building construction according to claim 6, characterized in that: It also comprises a telescopic support rod (5), one end of which abuts against the bottom side of the longitudinal lap load-bearing beam mould (4), and the other end of which abuts against the concrete foundation via a pressure sensor (11).

8. The middle module structure for building construction according to claim 7, characterized in that: The telescopic support rod (5) comprises: A support rod body (501) having a threaded groove at one end; A threaded rod (503), a first end of which is threadably engaged with the thread groove and a second end of which passes through the thread groove; and The pressing sheet (504) is arranged at the second end of the threaded rod (503).

9. The middle module structure for building construction according to claim 1, characterized in that: The first column mold (1) and the second column mold (6) are both formed by splicing two L-shaped column mold plates.

10. A middle module structure for building construction according to claim 9, characterized in that: The two L-shaped column templates are detachably connected via a bolt group.

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