Canopy platform for building construction

Abstract

The invention provides a canopy platform for building construction, and relates to the field of building construction. The module comprises a bearing beam pouring mold and a canopy platform pouring mold. The bearing beam pouring mold is a rectangular groove defined by a first bottom mold plate, a first side mold plate and a second side mold plate, and one end of the second side mold is provided with a first opening communicating with the rectangular groove and the outer side face. The steel bar truss is arranged on the second side edge of the first bottom formwork, and two ends are provided with first connecting holes. The canopy platform pouring mold comprises a second bottom mold plate and three third side mold plates, a rectangular platform pouring groove is defined by the second bottom mold plate and the three third side mold plates, a second opening is formed in the annular side and formed in the steel bar truss, and the first opening is matched with the second opening. The canopy platform module does not need to be supported by a traditional supporting rod, construction is simple and rapid, and the canopy platform pouring efficiency can be improved easily.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a canopy platform used for 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] When pouring the canopy platform through the mold casting process, the first thing to do is to carry out detailed and comprehensive planning and design to determine the precise size of the canopy platform and key factors such as load-bearing requirements. Before construction, all necessary materials and tools must be carefully prepared, and the construction site must be thoroughly cleaned. Then, the formwork is installed, the steel bars are arranged reasonably, and multiple support rods for supporting the formwork are installed. Then, the concrete is poured and fully vibrated to make it dense. After the concrete reaches the standard strength, the mold and support rods are removed. This process is relatively cumbersome. Summary of the invention

[0004] The purpose of the present invention is to provide a canopy platform 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 canopy platform for building construction, comprising:

[0007] The casting mold for the load-bearing beam comprises a first bottom template, a first side template and a second side template, wherein the first side template and the second side template are both arranged on a first side edge of the first bottom template, and the first side template, the second side template and the first bottom template jointly form a rectangular groove, and both ends of the rectangular groove are open structures;

[0008] Wherein, a first opening is provided at one end of the second side template, one end of the first opening is connected to the rectangular groove, and the other end thereof penetrates to the outer side surface of the second side template;

[0009] A steel bar truss disposed on the second side of the first bottom template, wherein both ends of the steel bar truss away from the first bottom template are provided with first connection holes; and

[0010] The canopy platform casting mold includes a second bottom template and three third side templates. The three third side templates are arranged on the same side of the second bottom template. The three third side templates and the second bottom template together form a rectangular platform casting trough, and the ring side of the rectangular platform casting trough has a second opening. The rectangular platform casting trough is arranged on the steel bar truss, and the first opening and the second opening are adapted.

[0011] Furthermore, based on the above scheme, it also includes a first supporting structure, and the above-mentioned first supporting structure includes a first supporting rod and a second supporting rod, and the two ends of the above-mentioned first supporting rod are respectively connected to the above-mentioned steel bar truss and the outer side of the above-mentioned first side formwork, and the two ends of the above-mentioned second supporting rod are respectively connected to the above-mentioned steel bar truss) and the outer side of the above-mentioned second side formwork.

[0012] Further, based on the above solution, the first support rod and the second support rod both include:

[0013] A first rod shaft, one end of which is provided with a second connection hole, and the other end of which is axially provided with a first thread groove; and

[0014] A first threaded rod, a first end of which cooperates with the first threaded groove and a second end of which extends out of the first threaded groove;

[0015] Wherein, the first threaded rod is threadably matched with a first locking nut.

[0016] Furthermore, based on the above-mentioned scheme, it also includes a second supporting structure, and the above-mentioned second supporting structure includes a third support rod and a fourth support rod, and the two ends of the above-mentioned third support rod are respectively connected to the bottom side of the above-mentioned second bottom template and the above-mentioned steel truss, and one end of the above-mentioned fourth support rod is used to be connected to the bottom side of the above-mentioned second bottom template, and the other end is used to be externally connected to the column mold.

[0017] Further, based on the above solution, the third support rod and the fourth support rod both include:

[0018] A second rod shaft, one end of which is provided with a third connecting hole, and the other end of which is axially provided with a second thread groove; and

[0019] A second threaded rod, a first end of which cooperates with the second threaded groove and a second end of which extends out of the second threaded groove;

[0020] Wherein, the second threaded rod is threadably matched with a second locking nut.

[0021] Further, based on the aforementioned scheme, the above-mentioned first support rod, the above-mentioned second support rod, the above-mentioned third support rod and the above-mentioned fourth support rod also include a connecting member, and the above-mentioned connecting member can be rotatably set on the second end of the above-mentioned first threaded rod or the above-mentioned second threaded rod, and the above-mentioned connecting member is provided with a third threaded hole for matching the bolt group.

[0022] Further, based on the above solution, the steel bar truss is provided with a connecting rod, and the axial direction of the connecting rod is perpendicular to the first side formwork, and the connecting rod is axially provided with a plurality of fourth connecting holes;

[0023] The first shaft and the second shaft are both provided with fifth connection holes for matching one by one with the plurality of fourth connection holes.

[0024] Further, based on the above-mentioned solution, the above-mentioned first side formwork, the above-mentioned second side formwork and the above-mentioned third side formwork all include mutually connected side plates and reinforcement frames, and the above-mentioned reinforcement frames are located outside the above-mentioned rectangular trough or the above-mentioned rectangular platform casting trough.

[0025] Furthermore, based on the above-mentioned solution, the first bottom formwork and the steel bar truss, and the second bottom formwork and the steel bar truss are detachably connected via a bolt group.

[0026] Compared with the prior art, the embodiments of the present invention have at least the following advantages or beneficial effects:

[0027] The canopy platform module of the present application has significant advantages in actual use. The steel truss is positioned on the front column mold and the rear column mold through the first connecting holes at both ends of the steel truss. The load-bearing beam casting mold and the canopy platform casting mold are both located above the steel truss, and the two ends of the rectangular groove are respectively connected to the interior of the front column mold and the rear column mold. In this way, the integrated casting of the front column, the rear column, the canopy load-bearing beam mold and the canopy platform can be achieved, making the formed canopy platform structure more stable. The canopy platform mold of the present application, with the help of the steel truss, positions the load-bearing beam casting mold and the canopy platform casting mold on the front and rear column molds, without the need to adopt the traditional support rod support method, and the construction is simpler and faster, which greatly helps to improve the casting efficiency of the canopy platform. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] 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.

[0029] Figure 1Axonometric view of a canopy platform for building construction according to an embodiment of the present invention Figure 1 ;

[0030] Figure 2 Axonometric view of a canopy platform for building construction according to an embodiment of the present invention Figure 2 ;

[0031] Figure 3 A side view of a canopy platform for building construction according to an embodiment of the present invention;

[0032] Figure 4 yes Figure 1 A partial enlarged view of middle A;

[0033] Figure 5 This is a side view of the matching of a bearing beam casting mold, a front column mold, a rear column mold and a canopy platform casting mold according to an embodiment of the present invention.

[0034] Icons: 1-rebar truss, 2-first side formwork, 3-second side formwork, 4-first bottom formwork, 5-third side formwork, 6-first connecting hole, 7-first support rod, 701-first rod shaft, 702-first locking nut, 703-first threaded rod, 8-second support rod, 9-third support rod, 901-second rod shaft, 902-second locking nut, 903-second threaded rod, 10-fourth support rod, 11-second bottom formwork, 12-connecting rod, 13-connecting piece. DETAILED DESCRIPTION

[0035] The embodiments of the present application are described in detail below in conjunction with the drawings in the embodiments of the present application.

[0036] Example

[0037] Please refer to Figure 1-Figure 5The embodiment of the present application provides a canopy platform for building construction, including: a bearing beam casting mold, including a first bottom template 4, a first side template 2 and a second side template 3, the first side template 2 and the second side template 3 are both arranged on the first side of the first bottom template 4, the first side template 2, the second side template 3 and the first bottom template 4 together form a rectangular groove, and both ends of the rectangular groove are open structures; wherein, a first opening is arranged at one end of the second side template 3, one end of the first opening is connected to the rectangular groove, and the other end passes through the outside of the second side template 3 surface; a steel truss 1 arranged on the second side of the above-mentioned first bottom template 4, and both ends of the truss 1 away from the above-mentioned first bottom template 4 are provided with first connecting holes 6; and a canopy platform casting mold, including a second bottom template 11 and three third side templates 5, the three third side templates 5 are arranged on the same side of the above-mentioned second bottom template 11, and the three third side templates 5 and the above-mentioned second bottom template 11 jointly form a rectangular platform casting trough, and the ring side of the above-mentioned rectangular platform casting trough has a second opening, the above-mentioned rectangular platform casting trough is arranged on the above-mentioned steel truss 1, and the above-mentioned first opening is adapted to the above-mentioned second opening.

[0038] The canopy platform module of the present application has significant advantages in actual use. The steel truss 1 is positioned on the front column mold and the rear column mold through the first connecting hole 6 at both ends of the steel truss 1. The load-bearing beam casting mold and the canopy platform casting mold are both located above the steel truss 1, and the two ends of the rectangular groove are respectively connected to the interior of the front column mold and the rear column mold. In this way, the integrated casting of the front column, the rear column, the canopy load-bearing beam mold and the canopy platform can be achieved, making the formed canopy platform structure more stable. The canopy platform mold of the present application, with the help of the steel truss 1, positions the load-bearing beam casting mold and the canopy platform casting mold on the front and rear column molds, without the need to adopt the traditional support rod support method, and the construction is simpler and faster, which is greatly beneficial to improve the casting efficiency of the canopy platform.

[0039] Optionally, the number of the first connection holes 6 at either end of the steel bar truss 1 is two. Bolt groups are inserted into the first connection holes 6 to establish a detachable fit between the steel bar truss 1 and the front column mold or the rear column mold. The front column mold and the steel bar truss 1, as well as the rear column mold and the steel bar truss 1, are connected by two sets of bolt groups, which can improve the stability of the steel bar truss 1 during positioning.

[0040] Furthermore, based on the above scheme, it also includes a first supporting structure, and the above-mentioned first supporting structure includes a first supporting rod 7 and a second supporting rod 8, and the two ends of the above-mentioned first supporting rod 7 are respectively connected to the outer sides of the above-mentioned steel truss 1 and the above-mentioned first side formwork 2, and the two ends of the above-mentioned second supporting rod 8 are respectively connected to the outer sides of the above-mentioned steel truss 1) and the above-mentioned second side formwork 3.

[0041] In the above embodiment, the first support rod 7 plays an important role in positioning the first side formwork 2. When pouring concrete in the rectangular groove, it can prevent the first side formwork 2 from moving out of the rectangular groove under the squeezing action of the concrete, thereby improving the stability of the first side formwork 2 during pouring. Similarly, the second support rod 8 realizes the top side of the second side formwork 3, preventing the second side formwork 3 from moving out of the rectangular groove under the squeezing action of the concrete, thereby improving the stability of the second side formwork 3 during pouring. In summary, under the joint action of the first support rod 7 and the second support rod 8, the stability of the load-bearing beam casting mold during pouring is further improved, ensuring the pouring quality and structural stability of the canopy platform.

[0042] As a preferred embodiment, the first support rod 7 and the second support rod 8 both include: a first rod body 701, one end of which is provided with a second connecting hole, and the other end of which is axially provided with a first threaded groove; and a first threaded rod 703, a first end of which is matched with the first threaded groove, and the second end extends out of the first threaded groove; wherein the first threaded rod 703 is threadedly matched with a first locking nut 702.

[0043] In the above embodiment, the threaded cooperation between the first threaded rod 703 and the first threaded groove can adjust the overall length of the first support rod 7 or the second support rod 8, so as to be suitable for positioning at different intervals, greatly expanding its scope of use. After the first threaded rod 703 and the first threaded groove are adjusted for relative rotation, they can be locked and positioned by the first locking nut 702, effectively avoiding the relative rotation of the first threaded rod 703 and the first threaded groove, and improving the stability of the first support rod 7 and the second support rod 8 when in use.

[0044] As a preferred embodiment, it also includes a second supporting structure, and the second supporting structure includes a third supporting rod 9 and a fourth supporting rod 10, the two ends of the third supporting rod 9 are respectively connected to the bottom side of the second bottom template 11 and the steel truss 1, and one end of the fourth supporting rod 10 is used to be connected to the bottom side of the second bottom template 11, and the other end is used to externally connect the column mold.

[0045] In the above embodiment, the third support rod 9 and the fourth support rod 10 are distributed on both sides of the second bottom template 11. This design realizes the bidirectional support positioning of the second bottom template 11, effectively preventing it from displacement during the pouring process, and greatly improving the structural stability of the canopy platform pouring mold during installation.

[0046] As a preferred embodiment, the third support rod 9 and the fourth support rod 10 both include: a second rod body 901, one end of which is provided with a third connecting hole, and the other end of which is axially provided with a second threaded groove; and a second threaded rod 903, a first end of which is matched with the second threaded groove, and the second end extends out of the second threaded groove; wherein the second threaded rod 903 is threadedly matched with a second locking nut 902.

[0047] In the above embodiment, the threaded cooperation between the second threaded rod 903 and the second threaded groove can adjust the overall length of the third support rod 9 or the third support rod 9, so as to be suitable for positioning at different intervals, greatly expanding its scope of use. After the second threaded rod 903 and the second threaded groove are adjusted to rotate relative to each other, the second locking nut 902 can be used to lock and position them, effectively avoiding the relative rotation of the second threaded rod 903 and the second threaded groove, thereby improving the stability of the third support rod 9 and the third support rod 9 when in use.

[0048] As a preferred embodiment, the first support rod 7, the second support rod 8, the third support rod 9 and the fourth support rod 10 also include a connecting member 13, and the connecting member 13 can be rotatably set on the second end of the first threaded rod 703 or the second threaded rod 903, and the connecting member 13 is provided with a third threaded hole for matching the bolt group.

[0049] In the above embodiment, the design of the connecting member 13 plays an important role, which can realize the detachable matching between the first side template 2 and the first threaded rod 703 or between the second bottom template 11 and the second threaded rod 903. A connecting seat with holes is provided on the outer side of the first side template 2 and the bottom side of the second bottom template 11 for matching with the connecting member 13. The connecting member 13 can be designed as a concave member, which can clamp the connecting seat, thereby improving the stability of positioning.

[0050] As a preferred embodiment, the steel truss 1 is provided with a connecting rod 12, and the axial direction of the connecting rod 12 is perpendicular to the first side formwork 2, and the connecting rod 12 is axially provided with a plurality of fourth connecting holes; the first rod shaft 701 and the second rod shaft 901 are both provided with a fifth connecting hole for matching one-to-one with the plurality of fourth connecting holes.

[0051] In the above embodiment, when the fifth connecting hole is respectively adapted to multiple fourth connecting holes, the inclination angle of the first support rod 7, the second support rod 8, the third support rod 9 or the fourth support rod 10 can be adjusted, and the adapted fifth connecting hole and the fourth connecting hole are connected by a bolt group.

[0052] As a preferred embodiment, the first side formwork 2, the second side formwork 3 and the third side formwork 5 all include mutually connected side panels and reinforcement frames, and the reinforcement frames are located outside the rectangular trough or the rectangular platform casting trough.

[0053] In the above embodiment, the design of the reinforcement frame can effectively improve the structural stability of the first side formwork 2, the second side formwork 3 and the third side formwork 5, and ensure the casting quality.

[0054] As a preferred embodiment, the first bottom formwork 4 and the steel bar truss 1, as well as the second bottom formwork 11 and the steel bar truss 1 are detachably connected via a bolt group.

[0055] In the above embodiment, the bolt group is detachable, so that the steel bar truss 1 can be separated from the first bottom template 4 and the second bottom template 11. The present invention can be disassembled into multiple independent units, which is convenient for transportation and storage and has strong practicality.

[0056] 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.

[0057] 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 canopy platform for building construction, characterized in that: include: A load-bearing beam casting mold comprises a first bottom template (4), a first side template (2) and a second side template (3), wherein the first side template (2) and the second side template (3) are both arranged on a first side edge of the first bottom template (4), and the first side template (2), the second side template (3) and the first bottom template (4) jointly form a rectangular groove, and both ends of the rectangular groove are open structures; Wherein, a first opening is provided at one end of the second side template (3), one end of the first opening is connected to the rectangular groove, and the other end thereof passes through the outer side surface of the second side template (3); A steel bar truss (1) arranged on the second side of the first bottom template (4), wherein both ends of the steel bar truss on the side away from the first bottom template (4) are provided with first connection holes (6); and A canopy platform casting mould comprises a second bottom template (11) and three third side templates (5), wherein the three third side templates (5) are arranged on the same side of the second bottom template (11), and the three third side templates (5) and the second bottom template (11) together form a rectangular platform casting trough, and the ring side of the rectangular platform casting trough has a second opening, and the rectangular platform casting trough is arranged on the steel bar truss (1), and the first opening and the second opening are adapted to each other.

2. The canopy platform for building construction according to claim 1, characterized in that: It also includes a first supporting structure, which includes a first supporting rod (7) and a second supporting rod (8), wherein the two ends of the first supporting rod (7) are respectively connected to the outer sides of the steel truss (1) and the first side formwork (2), and the two ends of the second supporting rod (8) are respectively connected to the outer sides of the steel truss (1) and the second side formwork (3).

3. The canopy platform for building construction according to claim 2, characterized in that: The first support rod (7) and the second support rod (8) both comprise: A first rod (701) having a second connection hole at one end and a first thread groove axially arranged at the other end; and A first threaded rod (703), a first end of which cooperates with the first thread groove and a second end of which extends out of the first thread groove; Wherein, the first threaded rod (703) is threadably matched with a first locking nut (702).

4. The canopy platform for building construction according to claim 3, characterized in that: It also includes a second support structure, which includes a third support rod (9) and a fourth support rod (10), wherein the two ends of the third support rod (9) are respectively connected to the bottom side of the second bottom template (11) and the steel bar truss (1), and one end of the fourth support rod (10) is used to be connected to the bottom side of the second bottom template (11), and the other end is used to be externally connected to the column mold.

5. The canopy platform for building construction according to claim 4, characterized in that: The third support rod (9) and the fourth support rod (10) both include: A second rod (901) having a third connecting hole at one end and a second thread groove axially arranged at the other end; and A second threaded rod (903), a first end of which cooperates with the second thread groove and a second end of which extends out of the second thread groove; Wherein, the second threaded rod is threadably matched with a second locking nut (902).

6. The canopy platform for building construction according to claim 5, characterized in that: The first support rod (7), the second support rod (8), the third support rod (9) and the fourth support rod (10) all further include a connecting member (13), and the connecting member (13) can be rotatably arranged on the second end of the first threaded rod (703) or the second threaded rod (903), and the connecting member (13) is provided with a third threaded hole for matching the bolt group.

7. The canopy platform for building construction according to claim 5, characterized in that: The steel bar truss (1) is provided with a connecting rod (12), and the axial direction of the connecting rod (12) is perpendicular to the first side formwork (2), and the connecting rod (12) is axially provided with a plurality of fourth connecting holes; The first support rod (7) and the second support rod (8) are both provided with a fifth connection hole for matching one by one with the plurality of fourth connection holes.

8. The canopy platform for building construction according to claim 1, characterized in that: The first side formwork (2), the second side formwork (3) and the third side formwork (5) all comprise a side plate body and a reinforcing frame which are connected to each other, and the reinforcing frame is located outside the rectangular trough or the rectangular platform casting trough.

9. The canopy platform for building construction according to claim 8, characterized in that: The first bottom template (4) and the steel bar truss (1), as well as the second bottom template (11) and the steel bar truss (1) are detachably connected via a bolt group.

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