Canopy bearing beam mold for building construction

Abstract

The invention provides a canopy bearing beam mold for building construction, and relates to the technical field of building construction. The canopy bearing beam mold comprises a pouring mold which comprises a bottom mold plate, a first side mold plate and a second side mold plate, the first side mold plate and the second side mold plate are both arranged on the first side edge of the bottom mold plate, a rectangular groove is jointly defined by the first side mold plate, the second side mold plate and the bottom mold plate, and the two ends of the rectangular groove are each of an open structure; one end of the second side template is provided with an opening, one end of the opening is communicated with the rectangular groove, and the other end penetrates to the outer side surface of the second side template; the steel bar truss is arranged on the second side edge of the bottom formwork, and first connecting holes are formed in the two ends of the side, away from the bottom formwork, of the steel bar truss. The supporting structure comprises a first supporting rod and a second supporting rod, the two ends of the first supporting rod are connected with the steel bar truss and the outer side of the first side formwork respectively, and the two ends of the second supporting rod are connected with the steel bar truss and the outer side of the second side formwork respectively. The construction efficiency is greatly improved.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a canopy 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] When pouring the canopy bearing beam 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 bearing beam 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 bearing beam mold 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 bearing beam mold for building construction, comprising:

[0007] A casting mold comprises a 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 the first side of the bottom template, and the first side template, the second side template and the bottom template jointly form a rectangular groove, and both ends of the rectangular groove are open structures; wherein an opening is arranged at one end of the second side template, one end of the opening is connected to the rectangular groove, and the other end passes through the outer side surface of the second side template; a steel truss arranged on the second side of the bottom template, both ends of which are away from the bottom template are provided with first connecting holes; and a supporting structure comprises a first support rod and a second support rod, wherein both ends of the first support rod are respectively connected to the outer sides of the steel truss and the first side template, and both ends of the second support rod are respectively connected to the outer sides of the steel truss and the second side template.

[0008] Further, based on the aforementioned solution, the number of first connection holes at either end of the steel bar truss is two.

[0009] Further, based on the aforementioned solution, the above-mentioned steel truss is a rectangular frame.

[0010] Further, based on the above-mentioned solution, the first side formwork and the second side formwork both include a side plate body and a reinforcement frame connected to each other, and the reinforcement frame is located outside the rectangular groove.

[0011] Further, based on the aforementioned scheme, the above-mentioned first support rod and the above-mentioned second support rod both include: a support rod body, a second connecting hole is provided at one end, and a threaded groove is axially provided at the other end; and a threaded rod, a first end portion of which cooperates with the above-mentioned threaded groove, and a second end portion extends out of the above-mentioned threaded groove; wherein the threaded rod thread is cooperated with a locking nut.

[0012] Further, based on the above solution, the first support rod and the second support rod each further include a connecting piece, the connecting piece is rotatably disposed on the second end of the threaded rod, and the connecting piece is provided with a third connecting hole for matching the bolt group. The end of the support rod body away from the connecting piece is detachably connected to the steel bar truss via another bolt group.

[0013] Further, based on the above scheme, 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. The support rod body is provided with a fifth connecting hole for matching one by one with the plurality of the fourth connecting holes.

[0014] Further, based on the above-mentioned solution, the above-mentioned connecting rod is detachably arranged on the above-mentioned steel bar truss through a bolt group.

[0015] Furthermore, based on the aforementioned solution, the casting mold can be detachably mounted on the steel bar truss 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 canopy bearing beam mold of the present application has many advantages in actual use. When in 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 casting mold is 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, so that the integrated casting of the front column, the rear column and the canopy bearing beam mold can be achieved, making the formed canopy bearing beam structure more stable. In addition, the design of the first supporting structure and the second supporting structure abuts the first side formwork and the second side formwork, respectively. In this way, after the concrete is poured in the rectangular groove, the stability of the first side formwork and the second side formwork is better, which is conducive to improving the quality of the formed canopy bearing beam. Compared with the traditional canopy bearing beam casting structure, the present application does not need to set up a separate support, which can greatly improve the construction 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 Axonometric view of a canopy bearing beam mold for building construction according to an embodiment of the present invention Figure 1 ;

[0020] Figure 2 Axonometric view of a canopy bearing beam mold for building construction according to an embodiment of the present invention Figure 2 ;

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

[0022] Figure 4 A side view of a canopy bearing beam mold for building construction according to an embodiment of the present invention;

[0023] Figure 5 It is a side view of the cooperation of the canopy bearing beam mold, the front column mold, the rear column mold and the canopy mold according to an embodiment of the present invention.

[0024] Icons: 1-rebar truss, 2-first side formwork, 201-side plate, 202-reinforcement frame, 3-second side formwork, 4-bottom formwork, 5-first connecting hole, 6-first support rod, 601-support rod body, 602-threaded rod, 603-connecting piece, 604-connecting rod, 605-connecting seat, 7-second support rod. 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 The embodiment of the present application provides a canopy bearing beam mold for building construction, comprising: a casting mold, comprising a 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 bottom template 4, the first side template 2, the second side template 3 and the bottom template 4 together form a rectangular groove, and both ends of the rectangular groove are open structures; wherein, an opening is arranged at one end of the second side template 3, one end of the opening is connected to the rectangular groove, and the other end passes through the outer side of the second side template 3; a steel truss 1 arranged on the second side of the bottom template 4, and both ends of the steel truss 1 away from the bottom template are provided with a first connecting hole 5; and a supporting structure, comprising a first support rod 6 and a second support rod 7, the two ends of the first support rod 6 are respectively connected to the outer sides of the steel truss 1 and the first side template 2, and the two ends of the second support rod 7 are respectively connected to the outer sides of the steel truss 1 and the second side template 3.

[0028] The canopy bearing beam mold of the present application has many advantages in actual use. When in use, the steel truss 1 is positioned on the front column mold and the rear column mold through the first connecting holes 5 at both ends of the steel truss 1. The casting mold is 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, so that the integrated casting of the front column, the rear column and the canopy bearing beam mold can be achieved, making the formed canopy bearing beam structure more stable. In addition, the design of the first support structure and the second support structure respectively abuts the first side formwork 2 and the second side formwork 3. In this way, after the concrete is poured in the rectangular groove, the stability of the first side formwork 2 and the second side formwork 3 is better, which is conducive to improving the quality of the formed canopy bearing beam. Compared with the traditional canopy bearing beam casting structure, the present application does not need to set up a separate support, which can greatly improve the construction efficiency.

[0029] As a preferred embodiment, the number of the first connection holes 5 at either end of the steel bar truss 1 is two.

[0030] In the above embodiment, a bolt group is inserted into the first connection hole 5 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, and the rear column mold and the steel bar truss 1 are connected by two sets of bolt groups, thereby improving the stability of the steel bar truss 1 when positioning.

[0031] As a preferred embodiment, the above-mentioned steel bar truss 1 is a rectangular frame. The rectangular steel bar truss 1 is easy to install by a hoist.

[0032] As a preferred embodiment, the first side formwork 2 and the second side formwork 3 both include a side plate body 201 and a reinforcing frame 202 that are connected to each other, and the reinforcing frame 202 is located outside the rectangular groove.

[0033] In the above embodiment, the first side formwork 2, the second side formwork 3 and the bottom formwork 4 together form a rectangular groove for pouring concrete. The design of the reinforcement frame 202 can effectively improve the structural stability of the first side formwork 2 and the second side formwork 3 to ensure the pouring quality.

[0034] As a preferred embodiment, the first support rod 6 and the second support rod 7 both include: a support rod body 601, one end of which is provided with a second connecting hole, and the other end of which is axially provided with a threaded groove; and a threaded rod 602, a first end of which is matched with the threaded groove, and a second end extends out of the threaded groove; wherein the threaded rod 602 is threadedly matched with a locking nut.

[0035] In the above embodiment, the threaded rod 602 and the threaded groove can adjust the length of the first support rod 6 or the second support rod 7, so as to be suitable for positioning at different intervals, greatly expanding its scope of use. After the threaded rod 602 and the threaded groove are adjusted by relative rotation, they can be locked and positioned by a locking nut, effectively avoiding the relative rotation of the threaded rod 602 and the threaded groove, and improving the stability of the first support rod 6 and the second support rod 7 when in use.

[0036] As a preferred embodiment, the first support rod 6 and the second support rod 7 both further include a connecting piece 603, which is rotatably disposed at the second end of the threaded rod 602, and is provided with a third connecting hole for matching a bolt group. The end of the support rod body 601 away from the connecting piece 603 is detachably connected to the steel bar truss 1 via another bolt group.

[0037] In the above embodiment, the design of the connector 603 plays an important role. It can establish a detachable fit between the first side template 2 and the threaded rod 602. A connecting seat 605 with a hole is provided on the outer side of the first side template 2 to match the connector 603. The connector 603 is a concave member that can clamp the connecting seat 605, thereby improving the stability of positioning.

[0038] As a preferred embodiment, the steel bar truss 1 is provided with a connecting rod 604, and the axial direction of the connecting rod 604 is perpendicular to the first side formwork 2, and a plurality of fourth connecting holes are axially provided on the connecting rod 604. The support rod shaft 601 is provided with a fifth connecting hole for matching one by one with the plurality of fourth connecting holes.

[0039] In the above embodiment, when the fifth connecting hole is matched with the plurality of fourth connecting holes respectively, the inclination angle of the first support rod 6 or the second support rod 7 can be adjusted, and the matched fifth connecting hole and the fourth connecting hole are connected by a bolt group.

[0040] As a preferred embodiment, the connecting rod 604 is detachably mounted on the steel bar truss 1 via a bolt group.

[0041] In the above embodiment, the detachable design of the connecting rod 604 has significant advantages. On the one hand, it is convenient for transportation, and on the other hand, it can be replaced. A plurality of connecting grooves are provided on the connecting rod 604 to match the steel bar truss 1, and the length of the connecting rod 604 extending outside the steel bar truss 1 can be adjusted.

[0042] As a preferred embodiment, the casting mold is detachably mounted on the steel bar truss 1 through a bolt group. The separation of the two can be achieved, which facilitates the transportation or storage of the casting mold and the steel bar truss 1 and is practical.

[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 canopy bearing beam mold for building construction, characterized in that: include: A casting mold, comprising a 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 bottom template (4), and the first side template (2), the second side template (3) and the bottom template (4) together form a rectangular groove, and both ends of the rectangular groove are open structures; Wherein, an opening is provided at one end of the second side template (3), one end of the opening is connected to the rectangular groove, and the other end of the opening passes through the outer side surface of the second side template (3); A steel bar truss (1) disposed on the second side of the bottom template (4), wherein both ends of the steel bar truss away from the bottom template (4) are provided with first connection holes (5); and The supporting structure comprises a first supporting rod (6) and a second supporting rod (7), wherein two ends of the first supporting rod (6) are respectively connected to the outer sides of the steel bar truss (1) and the first side formwork (2), and two ends of the second supporting rod (7) are respectively connected to the outer sides of the steel bar truss (1) and the second side formwork (3).

2. A canopy bearing beam mold for building construction according to claim 1, characterized in that: The number of the first connection holes (5) at either end of the steel bar truss (1) is two.

3. A canopy bearing beam mold for building construction according to claim 2, characterized in that: The steel bar truss (1) is a rectangular frame.

4. The canopy bearing beam mold for building construction according to claim 1, characterized in that: The first side formwork (2) and the second side formwork (3) both comprise a side plate body (201) and a reinforcing frame (202) which are connected to each other, and the reinforcing frame (202) is located outside the rectangular groove.

5. The canopy bearing beam mold for building construction according to claim 1, characterized in that: The first support rod (6) and the second support rod (7) both comprise: A support rod body (601) is provided with a second connection hole (5) at one end and a threaded groove axially provided at the other end; and A threaded rod (602), a first end of which cooperates with the thread groove and a second end of which extends out of the thread groove; Wherein, the threaded rod (602) is threadably matched with a locking nut.

6. A canopy bearing beam mold for building construction according to claim 5, characterized in that: The first support rod (6) and the second support rod (7) each further include a connecting member (603), wherein the connecting member (603) is rotatably disposed on the second end of the threaded rod (602), and the connecting member (603) is provided with a third connecting hole for matching with a bolt assembly; Wherein, one end of the support rod body (601) away from the connecting piece (603) and the steel bar truss (1) are detachably connected via another bolt group.

7. A canopy bearing beam mold for building construction according to claim 6, characterized in that: The steel bar truss (1) is provided with a connecting rod (604), and the axial direction of the connecting rod (604) is perpendicular to the first side formwork (2), and the connecting rod (604) is axially provided with a plurality of fourth connecting holes; The support rod shaft (601) is provided with a fifth connection hole for matching one by one with the plurality of fourth connection holes.

8. The canopy bearing beam mold for building construction according to claim 7, characterized in that: The connecting rod (604) is detachably mounted on the steel bar truss (1) via a bolt group.

9. The canopy bearing beam mold for building construction according to claim 1, characterized in that: The casting mould is detachably arranged on the steel bar truss (1) via a bolt group.

Images