Lap-joint transverse bearing beam mold for building construction

Abstract

The invention provides a lap joint transverse bearing beam mold for building construction, and relates to the technical field of building construction. The lap joint transverse bearing beam mold comprises a rectangular steel structure truss, a first supporting frame detachably arranged on the first side edge of the steel structure truss and a second supporting frame detachably arranged on the second side edge of the steel structure truss. Wherein the first supporting frame and the second supporting frame are located on the same side of the steel structure truss and located at the two ends, in the length direction, of the steel structure truss correspondingly, and the first bolt sets are arranged on the first supporting frame and the second supporting frame correspondingly. According to the transverse bearing beam formwork, the stability of the top plate is greatly improved, compared with a supporting mode of a supporting rod, the transverse bearing beam formwork has the advantage of being easy and convenient to construct, the construction efficiency can be effectively improved, and the construction difficulty and cost are reduced.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, in particular to an overlapped transverse load-bearing beam mould used in building construction. Background Art

[0002] In the process of house construction, molds are often used for casting construction. Specifically, a pre-designed specific mold is installed at the corresponding position of the building structure. Usually these molds are made of high-strength materials and have precise size and shape. Then, concrete and other building materials are poured into the mold. Under the constraint of the mold, the concrete gradually solidifies and forms various structural components required for house construction, such as columns, beams, floor slabs, etc. The use of mold casting can realize the standardization and standardization of building structures and ensure the dimensional accuracy and quality stability of each component. At the same time, this method can improve construction efficiency, reduce errors and uncertainties caused by manual operation, and can flexibly adjust the shape and size of the mold according to different building design requirements to meet diverse building needs. In addition, mold casting is also conducive to achieving energy conservation and environmental protection of buildings, reducing the waste of building materials and the generation of construction waste.

[0003] Transverse load-bearing beam molds and longitudinal load-bearing beam molds are crucial in house construction. Two transverse load-bearing beam molds and two longitudinal load-bearing beam molds can form a rectangular frame, in which the top plate is installed for floor pouring. However, due to the large distance between the two transverse or longitudinal load-bearing beam molds, the middle part of the top plate is easily deformed by force, thereby reducing the quality of floor pouring. The prior art generally adopts a method of grounding support with multiple support rods. However, this method requires that multiple support rods be evenly and independently arranged, which is not only time-consuming and labor-intensive, but also has the problem of cumbersome construction. This not only increases the construction cost, but may also affect the construction progress, reduce the overall construction efficiency, and bring certain troubles to house construction. Summary of the invention

[0004] The purpose of the present invention is to provide a lapped transverse load-bearing beam form 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] An embodiment of the present application provides a lapped transverse load-bearing beam mold for construction, comprising: a rectangular steel structure truss; a first support frame detachably arranged on a first side of the steel structure truss; and a second support frame detachably arranged on the steel structure truss; wherein the first support frame and the second support frame are both arranged on the same side of the steel structure truss, and the first support frame and the second support frame are respectively located at two ends of the length direction of the steel structure truss, and the first support frame and the second support frame are both provided with a first bolt group.

[0007] Further, based on the above solution, it also includes a third support frame detachably arranged on the second side of the steel structure truss, and the first side of the steel structure truss is adjacent to the second side;

[0008] Among them, one side edge of the above-mentioned third support frame is flush with the third side edge of the above-mentioned steel structure truss, and the first side edge and the third side edge of the above-mentioned steel structure truss are opposite to each other.

[0009] Further, based on the aforementioned solution, the first support frame, the second support frame and the third support frame are all detachably arranged via a second bolt group.

[0010] Further, based on the aforementioned scheme, the first support frame, the second support frame and the third support frame all include: an L-shaped plate body; and two baffles, which are respectively arranged at both ends of the L-shaped plate body and form a hollow triangular prism structure with the L-shaped plate body.

[0011] Further, based on the aforementioned solution, a reinforcing plate is provided in the hollow groove of the triangular prism structure.

[0012] Further, based on the above-mentioned solution, one side of the L-shaped plate body of the above-mentioned third support frame is in contact with the side of the above-mentioned steel structure truss, and the other side is flush with the third side of the above-mentioned steel structure truss, and is provided with a plurality of strip holes.

[0013] Further, based on the aforementioned solution, the second bolt group is arranged in the hollow groove.

[0014] Further, based on the aforementioned solution, the L-shaped plate body, the reinforcing plate and any of the baffles are processed through an integrated molding process.

[0015] Further, based on the above-mentioned solution, the steel structure truss includes a square frame and a plurality of reinforcing beams connected to each other.

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

[0017] When constructing a house, first install the transverse load-bearing beam mold of the present application in a rectangular frame surrounded by a transverse load-bearing beam mold and a longitudinal load-bearing beam mold. Arrange the steel structure trusses in the transverse direction of the house design, and position the two ends of the steel structure trusses respectively through the first support frame and the second support frame. At this time, the first support frame and the second support frame can support the steel structure trusses. Then, the top plate is laid through the third support frame. The transverse load-bearing beam mold of the present application effectively realizes auxiliary support for the top plate. Compared with the traditional construction method of the transverse load-bearing beam mold and the longitudinal load-bearing beam mold, the present application not only greatly improves the stability of the top plate, but also has the advantage of simple construction compared with the support method of the support rod, which can effectively improve the construction efficiency and reduce the construction difficulty and cost. 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 The embodiment of the present invention is an axonometric view of a lapped transverse load-bearing beam mold for building construction. Figure 1 ;

[0020] Figure 2 The embodiment of the present invention is an axonometric view of a lapped transverse load-bearing beam mold for building construction. Figure 2 ;

[0021] Figure 3 The embodiment of the present invention is an axonometric view of a lapped transverse load-bearing beam mold for building construction. Figure 3 ;

[0022] Figure 4 for Figure 3 A partial enlarged view of middle A;

[0023] Figure 5 It is a schematic structural diagram of the cooperation between the overlapping longitudinal load-bearing beam mold and the overlapping transverse load-bearing beam mold according to an embodiment of the present invention.

[0024] Icons: 100-steel structure truss, 101-square frame, 102-reinforcement beam, 200-first support frame, 300-first bolt group, 400-second bolt group, 500-second support frame, 501-baffle, 502-L-shaped plate, 503-reinforcement plate, 600-third support frame, 700-strip hole. DETAILED DESCRIPTION

[0025] The embodiments of the present application are described in detail below in conjunction with the drawings in the embodiments of the present application.

[0026] Example

[0027] Please refer to Figure 1-Figure 5 A lapped transverse load-bearing beam mold for construction, comprising: a rectangular steel structure truss 100; a first support frame 200 detachably arranged on the first side of the above-mentioned steel structure truss 100; and a second support frame 500 detachably arranged on the above-mentioned steel structure truss 100; wherein the above-mentioned first support frame 200 and the above-mentioned second support frame 500 are both arranged on the same side of the above-mentioned steel structure truss 100, and the above-mentioned first support frame 200 and the above-mentioned second support frame 500 are respectively located at both ends of the length direction of the above-mentioned steel structure truss 100, and the above-mentioned first support frame 200 and the above-mentioned second support frame 500 are both provided with a first bolt group 300.

[0028] When constructing a house, first install the overlapping transverse load-bearing beam mold of the present application in the rectangular frame surrounded by the transverse load-bearing beam mold and the longitudinal load-bearing beam mold. Arrange the steel structure truss 100 in the transverse direction of the house design, and position the two ends of the steel structure truss 100 respectively through the first support frame 200 and the second support frame 500. At this time, the first support frame 200 and the second support frame 500 can support the steel structure truss 100. Then, the top plate is laid through the third support frame 600. The transverse load-bearing beam mold of the present application effectively realizes auxiliary support for the top plate. Compared with the traditional construction method of the transverse load-bearing beam mold and the longitudinal load-bearing beam mold, the present application not only greatly improves the stability of the top plate, but also has the advantage of simple construction compared with the support method of the support rod, which can effectively improve the construction efficiency and reduce the construction difficulty and cost.

[0029] It is worth noting that a lapped longitudinal beam mold can also be installed in the rectangular frame formed by the transverse beam mold and the longitudinal beam mold, thereby further improving the stability of the rectangular frame. The lapped transverse beam mold can be positioned on the lapped longitudinal beam mold by the first bolt group 300. For details, please refer to the attached drawings of the specification. Figure 5 shown.

[0030] As a preferred embodiment, it also includes a third support frame 600 which is detachably arranged on the second side of the above-mentioned steel structure truss 100, and the first side of the above-mentioned steel structure truss 100 is adjacent to the above-mentioned second side; wherein, one side of the above-mentioned third support frame 600 is flush with the third side of the above-mentioned steel structure truss 100, and the first side and the third side of the above-mentioned steel structure truss 100 are opposite.

[0031] In the above embodiment, when the top plate is spliced ​​and installed, the splicing gap is set on the third support frame 600. In this way, the end of the top plate can be evenly stressed, thereby improving the stability of the top plate when in use and ensuring the quality of house construction.

[0032] As a preferred implementation manner, the first support frame 200 , the second support frame 500 and the third support frame 600 are all detachably arranged via a second bolt group 400 .

[0033] In the above embodiment, the design of the second bolt group 400 is of great significance. It can realize the rapid installation of the first support frame 200, the second support frame 500 or the third support frame 600 on the steel structure truss 100, and can also be quickly removed from the steel structure truss 100, which greatly improves the construction efficiency. Optionally, the number of the second bolt groups 400 on the first support frame 200, the second support frame 500 and the third support frame 600 is set to two, which is conducive to improving the stability of their installation and ensuring the construction quality and safety.

[0034] As a preferred embodiment, the first support frame 200, the second support frame 500 and the third support frame 600 all include: an L-shaped plate body 502; and two baffles 501, which are respectively arranged at both ends of the L-shaped plate body 502 and form a hollow triangular prism structure with the L-shaped plate body 502.

[0035] In the above embodiment, the two baffles 501 are arranged at intervals along the extension direction of the L-shaped plate body. The L-shaped plate body and the two baffles 501 together form a hollow triangular prism structure. In this way, the first support frame 200, the second support frame 500 and the third support frame 600 are relatively light in weight, which not only reduces the cost of production and transportation, but also facilitates installation operations and improves construction efficiency.

[0036] As a preferred implementation, a reinforcing plate 503 is provided in the hollow groove of the triangular prism structure.

[0037] In the above embodiment, the design of the reinforcing plate 503 further improves the structural stability of the first support frame 200, the second support frame 500 and the third support frame 600. The number of reinforcing plates 503 of the first support frame 200 and the second support frame 500 is one, and the number of reinforcing plates 503 of the third support frame 600 is multiple.

[0038] As a preferred embodiment, one side of the L-shaped plate 502 of the third support frame 600 is in contact with the side of the steel structure truss 100 , and the other side is flush with the third side of the steel structure truss 100 , and is provided with a plurality of strip holes 700 .

[0039] In the above embodiment, when the top plate is positioned on the upper side of the third support frame 600, a bolt group can be inserted through the strip hole 700 to establish a connection between the third support frame 600 and the top plate, thereby further improving the structural stability of the top plate and ensuring the quality of building construction.

[0040] As a more optimized implementation, the second bolt group 400 is disposed in the hollow groove. Such a design realizes a hidden layout of the second bolt group 400, effectively avoiding the second bolt group 400 from scratching the operator in an exposed state, thereby making it more practical.

[0041] As a preferred embodiment, the L-shaped plate 502, the reinforcing plate 503 and any of the baffles 501 are processed by an integrated molding process, thereby improving the structural stability of the first support frame 200, the second support frame 500 and the third support frame 600.

[0042] As a preferred embodiment, the steel structure truss 100 comprises a square frame 101 and a plurality of reinforcing beams 102 connected to each other. The plurality of reinforcing beams 102 are evenly distributed in the square frame, and the design of the reinforcing beams 102 further improves the structural stability of the square frame 101.

[0043] 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.

[0044] 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 lapped transverse load-bearing beam mold for building construction, characterized in that: include: A rectangular steel structural truss (100); A first support frame (200) detachably arranged on a first side of the steel structure truss (100); as well as A second support frame (500) detachably arranged on the steel structure truss (100); The first support frame (200) and the second support frame (500) are both arranged on the same side of the steel structure truss (100), and the first support frame (200) and the second support frame (500) are respectively located at two ends of the length direction of the steel structure truss (100), and the first support frame (200) and the second support frame (500) are both provided with a first bolt group (300).

2. The overlapping transverse load-bearing beam mold for building construction according to claim 1, characterized in that: It also includes a third support frame (600) detachably arranged on the second side of the steel structure truss (100), and the first side and the second side of the steel structure truss (100) are adjacent; Wherein, one side edge of the third support frame (600) is flush with the third side edge of the steel structure truss (100), and the first side edge and the third side edge of the steel structure truss (100) are opposite to each other.

3. The overlapping transverse load-bearing beam mold for construction according to claim 2, characterized in that: The first support frame (200), the second support frame (500) and the third support frame (600) are all detachably arranged via a second bolt group (400).

4. The overlapping transverse load-bearing beam mold for construction according to claim 3, characterized in that: The first support frame (200), the second support frame (500) and the third support frame (600) each include: L-shaped plate (502); and Two baffles (501) are respectively arranged at two ends of the L-shaped plate body (502), and together with the L-shaped plate body (502) form a hollow triangular prism structure.

5. The overlapping transverse load-bearing beam mold for construction according to claim 4, characterized in that: A reinforcing plate (503) is arranged in the hollow groove of the triangular prism structure.

6. The overlapping transverse load-bearing beam form for construction according to claim 5, characterized in that: One side of the L-shaped plate body (502) of the third support frame (600) is in contact with the side of the steel structure truss (100), and the other side is flush with the third side of the steel structure truss (100), and is provided with a plurality of strip holes (700).

7. The overlapping transverse load-bearing beam form for construction according to claim 6, characterized in that: The second bolt group (400) is arranged in the hollow groove.

8. The overlapping transverse load-bearing beam form used in building construction according to claim 7, characterized in that: The L-shaped plate body (502), the reinforcing plate (503) and any one of the baffles (501) are processed by an integrated molding process.

9. The overlapping transverse load-bearing beam form for construction according to claim 1, characterized in that: The steel structure truss (100) comprises a square frame (101) and a plurality of reinforcing beams (102) connected to each other.

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