Full-precast beam type equipment platform plate mold and platform plate manufacturing method

Abstract

The application discloses a full-precast beam type equipment platform plate mold and a platform plate manufacturing method. The mold comprises a bottom table, a surrounding frame structure which is composed of a rear side plate, a left side plate, a front side plate, a left sealing plate, a middle sealing plate and a right sealing plate and surrounds the bottom table, and an inner baffle arranged on the bottom table. The method comprises the following steps: assembling the mold, loading a steel reinforcement cage and pouring concrete to prepare a platform plate component. The application has very high popularization and application value. The full-precast beam type equipment platform plate is prepared by using the full-precast beam type equipment platform plate mold, so that the size precision and appearance quality of the component are guaranteed, the production efficiency of the component is improved, the utilization rate of the mold is increased, and the production cost is reduced.

Description

Technical Field

[0001] This invention relates to the field of platform slab prefabricated component molds, specifically a platform slab mold and platform slab manufacturing method for fully prefabricated beam-type equipment. Background Technology

[0002] Currently, the molds used to produce fully precast beam-type equipment platform slabs have complex structures, occupy a large area, are heavy, have low production efficiency, and produce poor molding results. The fully precast beam-type equipment platform slabs for a project often require customized molds of different specifications due to differences in local dimensions and reinforcement requirements. This results in low mold utilization, inconvenient disassembly and installation, and high production costs. Summary of the Invention

[0003] This invention provides a mold and manufacturing method for a fully precast beam-type equipment platform slab, to solve the problems of existing fully precast beam-type equipment platform slab molds being non-reusable, inconvenient to disassemble and install.

[0004] To achieve the above objectives, the technical solution adopted by the present invention is as follows: A precast beam-type equipment platform mold includes a base platform, a rear side panel, a left side panel, a front side panel, a center sealing panel, a right sealing panel, and an inner baffle. The main body of the base platform is rectangular, with the lower left side wall extending to the left to form an extension platform. The left side panel surrounds the left side wall of the base platform and is close to the left edge of the extension platform. The front side wall of the base platform extends forward beyond the front side of the left side panel, and the left side panel is bolted to the left side wall of the base platform. The height of the left side panel is higher than that of the base platform. The rear side of the left side panel has an opening, and the opening contains a first extension extending horizontally to the left. The rear side panel is L-shaped. One side of the L-shaped side panel surrounds the right side wall of the main body of the base. The front side wall of the main body of the base extends forward beyond the front side of the L-shaped side of the rear side panel. The other side of the L-shaped rear side panel surrounds the rear side wall of the main body of the base. Both sides of the L-shaped rear side panel are higher than the main body of the base. The lower left side of the other side of the L-shaped rear side panel extends horizontally to the left to form a second extension with a reduced height. The second extension passes through the opening on the rear side of the left side panel and is opposite to the first extension of the left side panel. The left side panel is also fixedly connected to the other side of the L-shaped rear side panel by bolts. A left sealing plate is installed at the left end of the space between the first extension and the second extension. The middle sealing plate seals the front opening of the gap between the left side plate and the left side wall of the base body, and the middle sealing plate is fixedly connected to the left side plate by bolts; the right sealing plate seals the front opening of the gap between the L-shaped side of the rear side plate and the right side wall of the base body, and the right sealing plate is fixedly connected to the L-shaped side of the rear side plate by bolts. The front side panel is fixed to the top of the front side wall of the base body, and the front side panel seals the front opening of the space enclosed by the L-shaped parts of the left side panel and the rear side panel that are higher than the base body. The inner baffle is U-shaped and is located above the main body of the base. The inner baffle is situated within the space enclosed by the L-shaped portions of the left and rear side panels that are higher than the main body of the base. One U-shaped side of the inner baffle is opposite to the portion of the left side panel that is higher than the main body of the base, and the other U-shaped side of the inner baffle is opposite to the portion of the L-shaped rear side panel that is higher than the main body of the base. The bottom of the U-shaped inner baffle is opposite to the portion of the other L-shaped rear side panel that is higher than the main body of the base, and the inner baffle is also fixedly connected to the other L-shaped rear side panel.

[0005] Furthermore, the left sealing plate is either a pre-drilled reinforcing bar hole left sealing plate or a non-reinforcing bar left sealing plate without a reinforcing bar hole.

[0006] Furthermore, a blocking block is fixed on the extension platform of the base located between the left side panel and the left side wall of the base body, and the height of the blocking block is the same as the height of the base body.

[0007] Furthermore, the U-shaped bottom and top surface of the inner baffle is connected with several bridging components. Each bridging component crosses the gap between the inner baffle and the other side of the L-shaped rear side panel and is then fixedly connected to the top of the other side of the L-shaped rear side panel, so that the inner baffle and the other side of the L-shaped rear side panel are fixedly connected.

[0008] Furthermore, the central sealing plate is also fixedly connected to the left side wall of the base body that extends forward beyond the left side plate by several reinforcing ribs.

[0009] Furthermore, the right sealing plate is also fixedly connected to the right side wall of the base body extending forward beyond the L-shaped side plate by several reinforcing ribs.

[0010] A method for manufacturing a platform slab based on the aforementioned fully prefabricated beam-type equipment platform slab mold includes the following steps: Step 1: Assemble the base with the rear side panel, left side panel, front side panel, center sealing panel, right sealing panel, and inner baffle. If necessary, fix a block on the extension platform between the left side panel and the left side wall of the base body, or do not set a block. Step 2: Tie the pre-embedded steel cage in the space enclosed by the rear side plate, left side plate and front side plate above the main body of the base platform, and make the steel cage extend into the space between the right side wall of the main body of the base platform and one side of the L-shaped rear side plate, the space between the rear side wall of the base platform and the other side of the L-shaped rear side plate, the space between the first extension and the second extension. When no blocking block is set, make the steel cage extend into the gap between the left side wall of the main body of the base platform and the left side plate. When a blocking block is set, make the steel cage fall into the blocking block. Step 3: Pour concrete onto the base platform. After the concrete has solidified, remove the base platform, rear side panel, left side panel, front side panel, left sealing panel, middle sealing panel, right sealing panel, and inner baffle to obtain the formed platform panel.

[0011] Compared with the prior art, the advantages of the present invention are: (1) The left sealing plate, middle sealing plate, right sealing plate and blocking block of the mold of the precast beam equipment platform plate of the present invention can be replaced and modified according to the external dimensions and reinforcement requirements of the precast beam equipment platform plate produced. The molds of other parts are universal, realizing that only some molds need to be replaced to complete the production of different components, improving the utilization rate of molds and reducing production costs.

[0012] (2) The combination of the left side plate, rear side plate, inner baffle and bottom platform of the mold of the fully precast beam equipment platform of the present invention not only meets the requirements of the bottom cavity structure of the fully precast beam equipment platform, but also meets the requirements of the concrete to be turned up on this component, thus solving the problem of mold making and use difficulties caused by the complex structure of the fully precast beam equipment platform.

[0013] (3) The base, rear side plate, left side plate, front side plate, left sealing plate, middle sealing plate, right sealing plate, inner baffle and block of the fully prefabricated beam equipment platform plate mold of the present invention can all be assembled and welded from steel plates processed by laser cutting, which ensures the dimensional accuracy and appearance quality of the fully prefabricated beam equipment platform plate. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the overall structure of the left sealing plate in an embodiment of the present invention when it is a non-ribbed left sealing plate.

[0015] Figure 2 This is a structural diagram of the base platform placed on the mold platform in an embodiment of the present invention.

[0016] Figure 3 This is a schematic diagram of the base platform and rear side plate structure when no blocking block is placed in an embodiment of the present invention.

[0017] Figure 4 This is a schematic diagram of the steel cage structure without the blocking block placed in an embodiment of the present invention.

[0018] Figure 5 This is a schematic diagram of the structure of the steel cage installed in an embodiment of the present invention, without the left sealing plate of the reinforcing bar being installed, without placing a blocking block, and without adding an inner baffle.

[0019] Figure 6 This is a schematic diagram of the inner baffle structure in an embodiment of the present invention.

[0020] Figure 7 This is a schematic diagram of the structure of the present invention after installing the left sealing plate without reinforcement, without placing a blocking block, and adding an inner baffle plate, and then inserting it into the reinforcing cage.

[0021] Figure 8 This is a schematic diagram of the structure after concrete pouring of the overall mold when the left sealing plate of the reinforcing bar cannot be installed and no blocking block is placed, according to an embodiment of the present invention.

[0022] Figure 9 This is a structural diagram of a fully prefabricated beam-type equipment platform obtained according to an embodiment of the present invention.

[0023] Figure 10 This is a schematic diagram of the overall structure of the left sealing plate in an embodiment of the present invention when the left sealing plate is a reinforcing rib left sealing plate.

[0024] Figure 11 This is a schematic diagram of the base platform and rear side plate structure when placing the block in an embodiment of the present invention.

[0025] Figure 12 This is a schematic diagram of the structure of inserting the steel cage when placing the blocking block in an embodiment of the present invention.

[0026] Figure 13 This is a schematic diagram of the structure of the present invention, showing the installation of the left sealing plate of the reinforcing bar and the placement of the blocking block, and the insertion of the reinforcing bar cage without the addition of the inner baffle.

[0027] Figure 14 This is a schematic diagram of the structure of the present invention, which is installed after installing the left sealing plate of the reinforcing bar, placing the blocking block and adding the inner baffle, and then inserting it into the reinforcing cage.

[0028] Figure 15 This is a schematic diagram of the structure after concrete pouring of the overall mold when the left sealing plate of the reinforcing bar is installed and no blocking block is placed, according to an embodiment of the present invention.

[0029] Figure 16 This is a structural diagram of the fully prefabricated beam-type equipment platform slab obtained according to an embodiment of the present invention.

[0030] The specific descriptions of the reference numerals in the attached drawings are as follows: Base 1, Extension Platform 1.1, Rear Side Plate 2, Second Extension 2.1, Rear Side Plate Fixing Bolt 3, Left Side Plate 4, First Extension 4.1, Left Side Plate Fixing Bolt 5, Front Side Plate 6, Front Side Plate Fixing Bolt 7, Left Sealing Plate without Reinforcing Bars 8, Left Sealing Plate without Reinforcing Bars Fixing Bolt 9, Middle Sealing Plate 10, Middle Sealing Plate Fixing Bolt 11, Right Sealing Plate 12, Right Sealing Plate Fixing Bolt 13, Left Inner Baffle 14, Left Inner Baffle Fixing Bolt 15, Right Inner Baffle 16, Right Inner Baffle Fixing Bolt 17, Left and Right Inner Baffle Fixing Bolts 18, Reinforcing Cage 19, Concrete 20, Fully Precast Beam-Type Equipment Platform Plate One 21, Left Sealing Plate with Reinforcing Bars 22, Left Sealing Plate with Reinforcing Bars Fixing Bolt 23, Block 24, Block Fixing Bolt 25, Fully Precast Beam-Type Equipment Platform Plate Two 26, Mold Positioning Line 27, Mold Table 28. Detailed Implementation

[0031] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0032] like Figures 1-16 As shown, this embodiment discloses a fully prefabricated beam-type equipment platform mold, including a base 1, a rear side plate 2, a left side plate 4, a front side plate 6, a left sealing plate, a middle sealing plate 10, a right sealing plate 12, and an inner baffle, all of which are steel plates of different thicknesses and shapes processed by laser cutting. Wherein: The main body of the base platform 1 is rectangular, and the lower left side wall of the main body of the base platform 1 extends to the left to form an extension platform 1.1.

[0033] The left side plate 4 is located on the left side of the left side wall of the main body of the base platform 1, and is closely attached to the left edge of the extension platform 1.1. The front part of the main body of the base platform 1 extends forward beyond the front side of the left side plate 4, thus forming a gap between the left side plate 4 and the middle and rear part of the left side wall of the main body of the base platform 1. The height of the left side plate 4 is higher than that of the main body of the base platform 1. The left side plate 4 is fixedly connected to the middle and rear part of the left side wall of the main body of the base platform 1 by multiple left side plate fixing bolts 5 that pass through itself and are nailed into the left side wall of the main body of the base platform 1. The rear part of the left side plate 4 has an opening, the opening of which is located on the rear side of the left side plate 4. The opening extends horizontally to the left from the bottom of the opening to form a first extension 4.1.

[0034] Depending on the needs, a block 24 can be fixedly installed on the extension platform 1.1 between the left side panel 4 and the middle and rear part of the left side wall of the base platform 1 using a block fixing bolt 25, or the block 24 can be left uninstalled. When the block 24 is installed, the top surface of the block 24 is flush with the top surface of the base platform 1.

[0035] The rear side panel 2 is an L-shaped panel. One side of the L-shape of the rear side panel 2 is parallel to the right side wall of the main body of the base platform 1, and this side surrounds the right side of the right side wall of the main body of the base platform 1. Similarly, the front part of the main body of the base platform 1 extends forward beyond the front edge of the L-shape of the rear side panel 2, thus creating a gap between the L-shape of the rear side panel 2 and the rear part of the right side wall of the main body of the base platform 1. The other side of the L-shape of the rear side panel 2 is parallel to the rear side wall of the main body of the base platform 1, and this other side surrounds the rear side wall of the main body of the base platform 1, thus creating a gap between the other side of the L-shape of the rear side panel 2 and the rear side wall of the main body of the base platform 1. Furthermore, the height of both sides of the L-shape of the rear side panel 2 is higher than that of the main body of the base platform 1.

[0036] The lower left side of the L-shaped side panel 2 extends horizontally to the left to form a second extension 2.1 with a reduced height, and a step is formed between the second extension 2.1 and the left side of the L-shaped side panel 2.

[0037] The second extension 2.1 passes through the opening at the rear of the left side panel 4 and is opposite to the first extension 4.1 of the left side panel 4. The opening of the left side panel 4 is fixedly connected to the step position formed between the left side of the other side of the L-shape of the rear side panel 2 by the rear side panel fixing bolt 3, thereby fixing the rear side panel 2 and the left side panel 4 together.

[0038] The left end plate is located at the left end of the space between the first extension 4.1 and the second extension 2.1. Depending on whether a rib is exposed at this location, the left end plate can be a rib-exposed left end plate 22 with pre-drilled rib holes, or a non-rib-exposed left end plate 8 without rib holes. The front and rear sides of the non-rib-exposed left end plate 8 are fixedly connected to the first extension 4.1 and the second extension 2.1 respectively by non-rib-exposed left end plate fixing bolts 9, while the front and rear sides of the rib-exposed left end plate 22 are fixedly connected to the first extension 4.1 and the second extension 2.1 respectively by rib-exposed left end plate fixing bolts 23.

[0039] The central sealing plate 10 is located at the front end of the gap between the left side plate 4 and the middle and rear part of the left side wall of the main body of the base platform 1. The central sealing plate 10 is fixedly connected to the front side of the left side plate 4 by the central sealing plate fixing bolt 11. The front side of the central sealing plate 10 has multiple reinforcing ribs, and each reinforcing rib is fixedly connected to the left side wall of the front part of the main body of the base platform 1 by bolts. The central sealing plate 10 seals the front end of the gap between the left side plate 4 and the middle and rear part of the left side wall of the main body of the base platform 1.

[0040] The right sealing plate 12 is located at the front end of the gap between the L-shaped side of the rear side plate 2 and the middle and rear part of the right side wall of the main body of the base platform 1. The right sealing plate 12 is fixedly connected to the front side of the L-shaped side of the rear side plate 2 by the right sealing plate fixing bolt 13. The front side of the right sealing plate 12 has multiple reinforcing ribs, and each reinforcing rib is fixedly connected to the right side wall of the front part of the main body of the base platform 1 by bolts. The right sealing plate 12 seals the front end of the gap between the L-shaped side of the rear side plate 2 and the middle and rear part of the right side wall of the main body of the base platform 1.

[0041] The front side panel 6 is located in front of the upper part of the middle sealing plate 10 and the right sealing plate 12. The front side panel 6 spans across the top of the front side wall of the main body of the base platform 1. The front side panel 6 is fixed to the top of the front side wall of the main body of the base platform 1 by the front side panel fixing bolt 7. The front side panel 6 seals the front opening of the space enclosed by the L-shaped parts of the left side panel 4 and the rear side panel 2 that are higher than the main body of the base platform 1.

[0042] The inner baffle is a U-shaped plate formed by splicing an L-shaped left inner baffle 14 and an L-shaped right inner baffle 16. Specifically, the left inner baffle 14 and the right inner baffle 16 are fixed together as a whole to form the U-shaped plate by left and right inner baffle fixing bolts 18. The inner baffle is located above the main body of the base platform 1 and is located in the space enclosed by the L-shaped parts of the left side plate 4 and the rear side plate 2 that are higher than the main body of the base platform 1. Among them, one side of the U-shape of the inner baffle (i.e., the L-shaped side of the left inner baffle 14) is opposite to the part of the left side plate 4 that is higher than the main body of the base platform 1, the other side of the U-shape of the inner baffle (i.e., the L-shaped side of the right inner baffle 16) is opposite to the part of the L-shape of the rear side plate 2 that is higher than the main body of the base platform 1, and the bottom of the U-shape of the inner baffle (i.e., the side formed by splicing the other L-shape of the left inner baffle 14 and the right inner baffle 16) is opposite to the other L-shape of the rear side plate 2 that is higher than the main body of the base platform 1.

[0043] Bridging components are fixed to the top of the left inner baffle 14 and the top of the right inner baffle 16, respectively. The bridging component at the top of the left inner baffle 14 spans the gap between the left inner baffle 14 and the other side of the L-shape of the rear side panel 2, and is then fixedly connected to the top of the other side of the L-shape of the rear side panel 2 by the left inner baffle fixing bolt 15. The bridging component at the top of the right inner baffle 16 spans the gap between the right inner baffle 16 and the other side of the L-shape of the rear side panel 2, and is then fixedly connected to the top of the other side of the L-shape of the rear side panel 2 by the right inner baffle fixing bolt 17. Example

[0044] like Figures 1-8 As shown, this embodiment discloses a platform panel manufacturing method based on the above-mentioned fully prefabricated beam-type equipment platform panel mold, including the following steps: Step 1: Weld and fix the base 1 onto the mold 28, and draw the mold positioning line 27 on the mold 28.

[0045] Assemble the base plate 1 with the rear side plate 2, left side plate 4, front side plate 6, center sealing plate 10, right sealing plate 12, and inner baffle. Install the non-ribbed left sealing plate 8 between the first extension 4.1 and the second extension 2.1. This completes the mold assembly. At this point, it is not necessary to install the blocking block 24 on the extension plate 1.1. Then, apply a release agent and exposed aggregate to the inner surface of the overall mold.

[0046] Step 2: Tie the pre-embedded steel cage 19 in the space enclosed by the rear side plate 2, left side plate 4, and front side plate 6 above the main body of the base platform 1, and make the steel cage 19 extend into the space between the right side wall of the main body of the base platform 1 and one side of the L-shaped rear side plate 2, the space between the rear side wall of the base platform 1 and the other side of the L-shaped rear side plate 2, the gap between the left side wall of the main body of the base platform 1 and the left side plate 4, and the space enclosed by the first extension 4.1, the second extension 2.1 and the non-reinforcing left sealing plate 8.

[0047] Step 3: Pour 20g of concrete onto the base platform 1, and then vibrate, smooth, roughen, and cure it. After the concrete has solidified and the platform slab component reaches the design demolding strength, use the balance beam and matching lifting equipment to lift and remove the formwork. Remove the base platform 1, rear side plate 2, left side plate 4, front side plate 6, unreinforced left sealing plate 8, middle sealing plate 10, right sealing plate 12, and inner baffle, thus obtaining the formed platform slab component. Finally, use high-pressure washing equipment to wash the side of the platform slab component in contact with the exposed aggregate to create a roughened surface.

[0048] The final precast beam-type equipment platform slab, as shown in Figure 21, is... Figure 9 As shown, it has an inverted U-shaped main body, with the rear left side wall of the main body extending to the left to form an extension, and the top surface of the main body has a horizontal U-shaped protrusion. Example

[0049] like Figures 10-15As shown, this embodiment discloses a platform panel manufacturing method based on the above-mentioned fully prefabricated beam-type equipment platform panel mold, including the following steps: Step 1: Weld and fix the base 1 onto the mold 28, and draw the mold positioning line 27 on the mold 28.

[0050] Assemble the base plate 1 with the rear side plate 2, left side plate 4, front side plate 6, center sealing plate 10, right sealing plate 12, and inner baffle. Install the ribbed left sealing plate 22 between the first extension 4.1 and the second extension 2.1 to complete the mold assembly. At this point, install the blocking block 24 on the extension platform 1.1. Then, apply a release agent and exposed aggregate to the inner surface of the overall mold.

[0051] Step 2: Tie the pre-embedded steel cage 19 in the space enclosed by the rear side plate 2, left side plate 4, and front side plate 6 above the main body of the base platform 1, and make the steel cage 19 extend into the space between the right side wall of the main body of the base platform 1 and one side of the L-shaped rear side plate 2, the space between the rear side wall of the base platform 1 and the other side of the L-shaped rear side plate 2, and the space enclosed by the first extension 4.1, the second extension 2.1 and the non-reinforcing left sealing plate 8, and make the steel cage 19 fall on the block 24.

[0052] Step 3: Pour 20g of concrete onto the base platform 1, and then vibrate, smooth, roughen, and cure it. After the concrete has solidified and the platform slab component reaches the design demolding strength, use the balance beam and matching lifting equipment to lift and remove the formwork, removing the base platform 1, rear side plate 2, left side plate 4, front side plate 6, center sealing plate 10, right sealing plate 12, exposed reinforcement left sealing plate 22, and inner baffle, thus obtaining the formed platform slab component. Finally, use high-pressure washing equipment to wash the side of the platform slab component in contact with the exposed aggregate to create a roughened surface.

[0053] The final precast beam-type equipment platform slab, number 26, is as follows. Figure 16 As shown, it has a main body with only a top, a right side wall, and a rear side wall. The rear side wall of the main body extends to the left to form an extension, and the top surface of the main body has a horizontal U-shaped protrusion.

[0054] The preferred embodiments of the present invention have been described in detail above with reference to the accompanying drawings. These embodiments are merely descriptions of preferred embodiments and are not intended to limit the scope or concept of the invention. The specific technical features described in the above embodiments can be combined in any suitable manner without contradiction. Such combinations, as long as they do not violate the spirit of the present invention, should also be considered as part of this disclosure. To avoid unnecessary repetition, the present invention will not further describe the various possible combinations.

[0055] This invention is not limited to the specific details of the above embodiments. Within the scope of the technical concept of this invention and without departing from the design idea of ​​this invention, all modifications and improvements made by those skilled in the art to the technical solutions of this invention should fall within the protection scope of this invention. The technical content for which protection is sought in this invention has been fully described in the claims.

Claims

1. A fully precast beam-type equipment platform slab mold, characterized in that, The system includes a base (1), a rear side panel (2), a left side panel (4), a front side panel (6), a center sealing panel (10), a right sealing panel (12), and an inner baffle. The main body of the base (1) is rectangular, and the lower left side wall of the main body of the base (1) extends to the left to form an extension platform. The left side panel (4) surrounds the left side wall of the main body of the base (1) and is close to the left edge of the extension platform. The front side wall of the main body of the base (1) extends forward beyond the front side of the left side panel (4), and the left side panel (4) is fixedly connected to the left side wall of the main body of the base (1) by bolts. The height of the left side panel (4) is higher than that of the main body of the base (1). The rear side of the left side panel (4) has an opening, and the opening of the left side panel (4) has a first extension (4.1) extending horizontally to the left. The rear side panel (2) is L-shaped. The L-shaped side of the base (1) surrounds the right side wall of the main body. The front side wall of the main body of the base (1) extends forward beyond the front side of the L-shaped side of the rear side plate (2). The other L-shaped side of the rear side plate (2) surrounds the rear side wall of the main body of the base (1). The height of both sides of the L-shaped side of the rear side plate is higher than that of the main body of the base (1). The lower left side of the other side of the L-shaped side of the rear side plate (2) extends horizontally to the left to form a second extension (2.1) with a reduced height. The second extension (2.1) passes through the opening on the rear side of the left side plate (4) and is opposite to the first extension (4.1) of the left side plate (4). The left side plate (4) is also fixedly connected to the other L-shaped side of the rear side plate (2) by bolts. A left sealing plate is installed at the left end of the space between the first extension (4.1) and the second extension (2.1). The middle sealing plate (10) seals the front end of the gap between the left side plate (4) and the left side wall of the main body of the base (1), and the middle sealing plate (10) is fixedly connected to the left side plate (4) by bolts; the right sealing plate (12) seals the front end of the gap between the L-shaped side of the rear side plate (2) and the right side wall of the main body of the base (1), and the right sealing plate (12) is fixedly connected to the L-shaped side of the rear side plate (2) by bolts; The front side plate (6) is fixed to the top of the front side wall of the main body of the base (1), and the front side plate (6) seals the front opening of the space formed by the L-shaped sides of the left side plate (4) and the rear side plate (2) which are higher than the main body of the base (1). The inner baffle is U-shaped and is located above the main body of the base (1). The inner baffle is located in the space enclosed by the L-shaped sides of the left side plate (4) and the rear side plate (2) which are higher than the main body of the base (1). One side of the U-shape of the inner baffle is opposite to the part of the left side plate (4) which is higher than the main body of the base (1). The other side of the U-shape of the inner baffle is opposite to the part of the L-shape of the rear side plate (2) which is higher than the main body of the base (1). The bottom of the U-shape of the inner baffle is opposite to the part of the L-shape of the rear side plate (2) which is higher than the main body of the base (1). The inner baffle is also fixedly connected to the other side of the L-shape of the rear side plate (2).

2. The precast beam-type equipment platform mold according to claim 1, characterized in that, The left sealing plate is either a pre-drilled reinforcing bar hole left sealing plate or a non-reinforcing bar left sealing plate without a reinforcing bar hole.

3. The precast beam-type equipment platform slab mold according to claim 1, characterized in that, A block (24) is fixed on the extension platform of the base (1) located between the left side panel (4) and the left side wall of the base (1) main body. The height of the block (24) is the same as the height of the base (1) main body.

4. The precast beam-type equipment platform mold according to claim 1, characterized in that, The U-shaped bottom and top surface of the inner baffle is connected with several bridging components. Each bridging component crosses the gap between the inner baffle and the other side of the L-shaped rear side plate (2) and is then fixedly connected to the top of the other side of the L-shaped rear side plate (2), so that the inner baffle and the other side of the L-shaped rear side plate (2) are fixedly connected.

5. The precast beam-type equipment platform mold according to claim 1, characterized in that, The central sealing plate (10) is also fixedly connected to the left side wall of the main body of the base platform (1) extending forward beyond the left side plate (4) by several reinforcing ribs.

6. The precast beam-type equipment platform mold according to claim 1, characterized in that, The right sealing plate (12) is also fixedly connected to the right side wall of the L-shaped side part of the base (1) body extending forward beyond the rear side plate (2) by several reinforcing ribs.

7. A method for manufacturing a platform slab based on the fully prefabricated beam-type equipment platform slab mold according to any one of claims 1-6, characterized in that, Includes the following steps: Step 1: Assemble the base (1) with the rear side panel (2), left side panel (4), front side panel (6), middle sealing panel (10), right sealing panel (12), and inner baffle. As needed, fix the block (24) on the extension platform between the left side panel (4) and the left side wall of the main body of the base (1) or do not set the block (24). Step 2: Tie the pre-embedded steel cage in the space formed by the rear side plate (2), left side plate (4), and front side plate (6) above the main body of the base platform (1), and make the steel cage extend into the space between the right side wall of the main body of the base platform (1) and one side of the L-shaped rear side plate (2), the space between the rear side wall of the main body of the base platform (1) and the other side of the L-shaped rear side plate (2), the space between the first extension (4.1) and the second extension (2.1). When no block (24) is set, make the steel cage extend into the gap between the left side wall of the main body of the base platform (1) and the left side plate (4). When a block (24) is set, make the steel cage fall into the block (24). Step 3: Pour concrete onto the base (1). After the concrete has solidified, remove the base (1), rear side plate (2), left side plate (4), front side plate (6), left sealing plate, middle sealing plate (10), right sealing plate (12), and inner baffle to obtain the formed platform plate.

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