A formwork construction platform

Abstract

The application discloses a kind of shaping template construction platforms, including template, the outer circumferential of template is installed with construction platform, construction platform includes side support, side support includes straight support pole, oblique support pole and vertical stop bar, reinforcing bar is connected between straight support pole and oblique support pole, multiple protective poles are penetrated in vertical stop bar, multiple bottom steel bars are welded in the top of straight support pole, and bottom steel bars are arranged side by side, and the top of bottom steel bar is laid with steel plate.The application connects side support as construction platform by the outer circumferential of module, compared with the construction platform of traditional erection scaffold, greatly improves the construction speed, improves assembly construction efficiency, and the template of upper part can be installed on construction platform, the steel reinforcement cage that has been processed can be connected, and can also be used as the construction platform for pouring concrete.

Description

Technical Field

[0001] This invention relates to the field of bridge pier construction, and in particular to a standardized formwork construction platform. Background Technology

[0002] Traditional pier construction typically requires the use of a construction platform. The specific process is as follows: First, a pier formwork of a certain height is erected. After the formwork is completed, a scaffolded construction platform is erected for operation. This platform is lifted to the top of the pier by a crane or other lifting equipment and secured by construction workers. Once the platform is secured, the pier concrete is poured. Alternatively, after one section of the pier is completed, another section of formwork is erected on top of it, and a construction platform is installed on top of this formwork for pouring the next section. This method is time-consuming and expensive. Summary of the Invention

[0003] The technical problem to be solved by the present invention is to overcome the defects of the prior art and provide a standardized template construction platform.

[0004] To solve the above-mentioned technical problems, the present invention provides the following technical solution:

[0005] This invention discloses a standardized formwork construction platform, comprising a formwork with a flat surface and curved surfaces. The flat surface of the formwork has multiple connecting horizontal bars, and the surface of the formwork has multiple ribs. A construction platform is installed around the outer perimeter of the formwork. The construction platform includes side supports, each side support comprising straight support rods, diagonal support rods, and vertical stop bars. One end of each straight and diagonal support rod is fixedly connected to the formwork, and the other end of each straight and diagonal support rod is connected to the bottom end of the vertical stop bar. A reinforcing rod connects the straight and diagonal support rods. Multiple protective rods penetrate the vertical stop bar. Multiple bottom reinforcing bars are welded to the top of each straight support rod, and these bottom reinforcing bars are arranged side-by-side. A steel plate is laid on the top of each bottom reinforcing bar.

[0006] As a preferred embodiment of the present invention, one end of the inclined support of the straight support rod is fixedly connected to the template by bolts passing through the rib plate.

[0007] As a preferred embodiment of the present invention, the surface of the template is provided with a female buckle seat, the inside of the female buckle seat is provided with a slot, one end of the inclined support rod of the straight support rod is provided with a locking block, and the locking block is embedded in the slot. Both sides of the female buckle seat are provided with locking holes, and a limit locking rod is inserted into the inside of the locking hole.

[0008] As a preferred embodiment of the present invention, both ends of the limiting locking rod are provided with screws, and the outer circumference of the screws is threaded with a locking block. The locking hole, the limiting locking rod and the locking block have the same cross-sectional size, and the locking hole has a rectangular structure.

[0009] As a preferred embodiment of the present invention, reinforcing ribs are installed on the bottom side of the opening of the slot, and the top surface of the reinforcing ribs is respectively attached to the bottom end of the straight support rod and the inclined rod.

[0010] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0011] This invention utilizes side supports connected to the outer periphery of a module as a construction platform, significantly improving construction speed and assembly efficiency compared to traditional scaffolding platforms. The platform can accommodate upper formwork, connect pre-fabricated rebar cages, and serve as a concrete pouring platform. It eliminates the need for height adjustments based on formwork erection, making it more convenient to use. The triangular side supports provide stable stress distribution, ensuring platform safety. Furthermore, the platform can be assembled using interlocking blocks and female fasteners, further enhancing assembly efficiency and increasing the stress-bearing area between the platform and formwork, preventing excessive local stress and breakage, thus further improving safety. Attached Figure Description

[0012] The accompanying drawings are provided to further illustrate the invention and form part of the specification. They are used in conjunction with embodiments of the invention to explain the invention and do not constitute a limitation thereof. In the drawings:

[0013] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0014] Figure 2 This is a schematic diagram of the construction platform structure (excluding steel plates) according to Embodiment 1 of the present invention;

[0015] Figure 3 This is a schematic diagram of the construction platform and template application assembly of the present invention;

[0016] Figure 4 This is a schematic diagram of the construction platform structure (excluding steel plates) according to Embodiment 2 of the present invention;

[0017] Figure 5 yes Figure 4 Structural diagram after removing the bottom reinforcing bars;

[0018] Figure 6 This is a structural breakdown diagram of the construction platform according to Embodiment 2 of the present invention;

[0019] In the diagram: 1. Template; 2. Side support; 3. Planar support rod; 4. Diagonal support rod; 5. Vertical stop bar; 6. Reinforcing rod; 7. Protective rod; 8. Steel plate; 9. Female buckle seat; 10. Slot; 11. Locking block; 12. Locking hole; 13. Limiting locking rod; 14. Screw; 15. Locking block; 16. Reinforcing rib; 17. Bottom reinforcing bar. Detailed Implementation

[0020] The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for illustration and explanation only and are not intended to limit the present invention.

[0021] Example 1

[0022] like Figure 1-3 As shown, the present invention provides a standardized template construction platform, including a template 1. The template 1 includes a flat surface and a curved surface. The flat surface of the template 1 is provided with multiple connecting horizontal bars, and the surface of the template 1 is provided with multiple ribs. A construction platform is installed around the outer perimeter of the template 1. The construction platform includes a side support 2. The side support 2 includes a straight support rod 3, an inclined support rod 4, and a vertical stop rod 5. One end of the straight support rod 3 and the inclined support rod 4 are fixedly connected to the template 1, and the other end of the straight support rod 3 and the inclined support rod 4 are connected to the bottom end of the vertical stop rod 5. A reinforcing rod 6 is connected between the straight support rod 3 and the inclined support rod 4. Multiple protective rods 7 pass through the vertical stop rod 5. Multiple bottom reinforcing bars 17 are welded to the top of the straight support rod 3, and the bottom reinforcing bars 17 are arranged side by side. A steel plate 8 is laid on the top of the bottom reinforcing bars 17.

[0023] Furthermore, one end of the inclined support 4 of the straight support 3 is fixedly connected to the template 1 by bolts passing through the rib plate.

[0024] Specifically, firstly, as Figure 3As shown, the formwork 1 is assembled around the pier reinforcement cage. Then, the construction platform is assembled around the outer perimeter of the formwork 1. Two side supports 2 are located on the flat surfaces of the formwork, distributed on both sides. One side support 2 is located in the center of the corner surface. First, the side supports 2 on the flat surfaces are connected to the back ribs of the formwork using bolts. Then, the side supports 2 on the corner surface are connected. After all four side supports 2 are connected and assembled, the side supports 2 on the flat surfaces and the side supports 2 on the corner surface are connected using bottom reinforcing bars 17 and steel plates 8, completing the installation of the construction platform. In operation, the planar support rod 3 and the diagonal support rod 4, together with the reinforcing rod 7, support the bottom reinforcing bar 17 and the steel plate 8 at the top. The outer protective rod 7 provides protection. Finally, according to construction needs, adjacent construction platforms are connected by steel plates, and dense mesh netting is installed to further enhance protection. This allows the construction platform to serve as an outer edge protection platform. It can also be used as a platform for installation and removal of formwork before it is fixed, for close-range adjustment and reinforcement of formwork, and for installing the pier reinforcement. It can also be used to connect pre-fabricated reinforcing cages and as a platform for pouring concrete.

[0025] Example 2

[0026] like Figure 1 , Figure 3-6 As shown, the present invention provides a standardized template construction platform, including a template 1. The template 1 includes a flat surface and a curved surface. The flat surface of the template 1 is provided with multiple connecting horizontal bars, and the surface of the template 1 is provided with multiple ribs. A construction platform is installed around the outer perimeter of the template 1. The construction platform includes a side support 2. The side support 2 includes a straight support rod 3, an inclined support rod 4, and a vertical stop rod 5. One end of the straight support rod 3 and the inclined support rod 4 are fixedly connected to the template 1, and the other end of the straight support rod 3 and the inclined support rod 4 are connected to the bottom end of the vertical stop rod 5. A reinforcing rod 6 is connected between the straight support rod 3 and the inclined support rod 4. Multiple protective rods 7 pass through the vertical stop rod 5. Multiple bottom reinforcing bars 17 are welded to the top of the straight support rod 3, and the bottom reinforcing bars 17 are arranged side by side. A steel plate 8 is laid on the top of the bottom reinforcing bars 17.

[0027] Furthermore, a female buckle seat 9 is provided on the surface of the template 1. The female buckle seat 9 has a slot 10 inside. One end of the inclined support rod 4 of the straight support rod 3 is equipped with a locking block 11, and the locking block 11 is embedded in the slot 10. Locking holes 12 are provided on both sides of the female buckle seat 9. A limit locking rod 13 is inserted into the locking hole 12.

[0028] Furthermore, both ends of the limiting locking rod 13 are provided with screws 14, and the outer periphery of the screws 14 is threaded with locking blocks 15. The locking hole 12, the limiting locking rod 13 and the locking block 15 have the same cross-sectional size, and the locking hole 12 has a rectangular structure.

[0029] Furthermore, reinforcing ribs 16 are installed on the bottom side of the opening of the slot 10, and the top surface of the reinforcing ribs 16 is in contact with the bottom end of the straight support rod 3 and the inclined rod 4, respectively.

[0030] Specifically, by engaging the locking blocks 11 on the planar support rod 3 and the inclined support rod 4 with the locking slots 10 on the female buckle seat 9 of the template 1, the initial fixation of the construction platform is completed after the locking blocks 11 are slid into the locking slots 10. The reinforcing ribs 16 on the bottom side of the locking slots 10 of the female buckle seat 9 can further support the planar support rod 3 and the inclined support rod 4. Then, the locking blocks 15 at both ends of the limiting locking rod 13 are rotated to the same horizontal angle and pass through the locking holes 12 on both sides of the female buckle seat 9, so that the limiting locking rod 13 engages with the locking blocks 11. The limiting action prevents the locking block 11 from slipping upwards. Then, the locking blocks 15 at both ends of the limiting locking rod 13 are rotated to an inclined angle, so that the limiting locking rod 13 is locked inside the locking hole 12, thus completing the fixed installation of the construction platform. During the stress process of the construction platform, the female buckle 9, the locking block 11, the limiting locking rod 13 and the reinforcing rib 16 all serve as stress support points, effectively dispersing the connection points and avoiding excessive local stress. The application method of this embodiment is partly the same as that in embodiment 1, so it will not be described again here.

[0031] This invention utilizes side supports connected to the outer periphery of a module as a construction platform, significantly improving construction speed and assembly efficiency compared to traditional scaffolding platforms. The platform can accommodate upper formwork, connect pre-fabricated rebar cages, and serve as a concrete pouring platform. It eliminates the need for height adjustments based on formwork erection, making it more convenient to use. The triangular side supports provide stable stress distribution, ensuring platform safety. Furthermore, the platform can be assembled using interlocking blocks and female fasteners, further enhancing assembly efficiency and increasing the stress-bearing area between the platform and formwork, preventing excessive local stress and breakage, thus further improving safety.

[0032] Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A formwork construction platform comprising a formwork (1) including a flat surface and a curved corner surface, the flat surface of the formwork (1) being provided with a plurality of connecting crosspieces, the surface of the formwork (1) being provided with a plurality of lath boards, and a construction platform being installed around the outer periphery of the formwork (1), characterized in that, The construction platform comprises side supports (2), the side supports (2) comprise straight supporting rods (3), inclined supporting rods (4) and vertical blocking rods (5), one end of the straight supporting rods (3) and the inclined supporting rods (4) is fixedly connected with a formwork (1), the other end of the straight supporting rods (3) and the inclined supporting rods (4) is connected with the bottom end of the vertical blocking rods (5), a reinforcing rod (6) is connected between the straight supporting rods (3) and the inclined supporting rods (4), a plurality of protective rods (7) penetrate through the vertical blocking rods (5), a plurality of bottom steel bars (17) are welded at the top end of the straight supporting rods (3), and the bottom steel bars (17) are arranged side by side, a steel plate (8) is laid at the top end of the bottom steel bars (17); The formwork (1) is provided with female buckle seats (9) on the surface, the female buckle seats (9) are provided with clamping grooves (10) in the interiors, the straight supporting rods (3) and the inclined supporting rods (4) are each provided with a clamping block (11) at one end, and the clamping blocks (11) are clamped in the clamping grooves (10), the two side walls of the female buckle seats (9) are each provided with a locking hole (12), and the locking hole (12) is provided with a limiting locking rod (13) inserted therein; The limiting locking rod (13) is provided with a screw rod (14) at each end, the screw rod (14) is provided with a locking block (15) in external thread connection, the locking hole (12), the limiting locking rod (13) and the locking block (15) are the same in cross-sectional size, and the locking hole (12) is of a rectangular structure; The clamping grooves (10) are each provided with a reinforcing rib (16) at the opening bottom side, and the top end surfaces of the reinforcing ribs (16) are respectively attached to the bottom ends of the straight supporting rods (3) and the inclined supporting rods (4); During the stress process of the construction platform, the female buckle seats (9), the clamping blocks (11), the limiting locking rods (13) and the reinforcing ribs (16) are all stress support points, effectively dispersing the connecting points and avoiding excessive local stress.

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