Concrete prefabricated part mold for fabricated building

By using L-shaped templates and support components in the precast concrete molds, the problem of fixing and adjusting the position of the embedded steel bars was solved, thus achieving high-quality production of precast components.

CN223820759UActive Publication Date: 2026-01-23SHANDONG LANQIAO NEW TRANSPORTATION MATERIALS TECHNOLOGY CO LTD
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Patent Information

Application Number
CN202520432747.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-13
Publication Date
2026-01-23
Estimated Expiration
2035-03-13

AI Technical Summary

Technical Problem

Existing precast concrete molds cannot fix and adjust the position and height of embedded steel bars, resulting in unstable quality of cast precast components.

Method used

An L-shaped template and support components are used, including an inverted U-shaped support block, adjusting bolts, and sealing blocks. The height of the inverted U-shaped support block is adjusted by adjusting bolts, and the space above the embedded steel bars is sealed by sealing blocks, thereby fixing and adjusting the position of the embedded steel bars.

Benefits of technology

The position of the embedded steel bars can be effectively fixed and adjusted, which improves the production quality of precast components and the stability of casting.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an assembly type building concrete prefabricated part mold, and relates to the technical field of concrete prefabricated part molds, the assembly type building concrete prefabricated part mold comprises a mold assembly composed of an L-shaped template and reinforcing steel bar inserting grooves, the reinforcing steel bar inserting grooves are evenly formed in the side face of the vertical portion of the L-shaped template and completely penetrate through the other side of the vertical portion of the L-shaped template, and the reinforcing steel bar inserting grooves are formed in the side face of the vertical portion of the L-shaped template. The L-shaped formwork is connected with a supporting assembly through the reinforcing steel bar inserting grooves, and the supporting assembly is used for providing height support for the embedded reinforcing steel bars. The supporting assembly comprises a lower supporting unit and an upper plugging unit. The lower supporting unit is used for supporting the embedded steel bars penetrating through the steel bar inserting grooves, and the upper plugging unit is used for plugging the embedded steel bars. According to the utility model, the height of the embedded steel bar can be supported by arranging the supporting assembly, and meanwhile, the supporting requirements of different heights of the embedded steel bar can be met by adjusting the height of the inverted U-shaped supporting block, so that the production quality of a prefabricated part can be effectively improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to concrete precast mould technical field, specifically a kind of concrete precast mould for fabricated building. BACKGROUND

[0002] Fabricated building precast component is prefabricated in factory, then is transported to construction site and is assembled building component, including prefabricated wallboard, prefabricated column, prefabricated beam, prefabricated composite board, prefabricated stair, prefabricated balcony, prefabricated bay window etc.

[0003] The existing concrete precast mould is provided with slot for embedded steel bar to pass, can realize the placement of embedded steel bar, but the position height of embedded steel bar cannot be fixed and adjusted, resulting in the position deviation of embedded steel bar in the precast piece formed by pouring, affect the quality of precast piece, based on this, provide a kind of concrete precast mould for fabricated building. UTILITY MODEL CONTENT

[0004] The utility model aims at: in order to solve the problem in the above background, provide a kind of concrete precast mould for fabricated building.

[0005] To achieve the above object, the utility model provides the following technical scheme: a kind of concrete precast mould for fabricated building, including the mould assembly piece of being composed of L type template, steel bar slot, the steel bar slot is evenly provided in the side of L type template vertical portion and is completely penetrated L type template vertical portion other side, the L type template is connected with support assembly by steel bar slot, and the support assembly is used to provide height support for embedded steel bar;

[0006] The support assembly includes lower support unit, upper plugging unit;

[0007] The lower support unit is used to provide support for embedded steel bar passing through steel bar slot, and the upper plugging unit is used to form plugging for embedded steel bar;

[0008] The lower support unit includes inverted U type support block, connecting block, adjusting bolt, fixed round block, fixed screw drum;

[0009] The fixed screw drum is fixed on the top of L type template horizontal portion and is aligned with steel bar slot along horizontal;

[0010] The connecting block is fixed on one side of inverted U type support block, the inverted U type support block is vertically slid in the inner side of steel bar slot and is sleeved with the vertical portion of L type template, the adjusting bolt is penetrated from the top of connecting block to the bottom of connecting block, the fixed round block is distributed on the bottom of connecting block and is fixed with the screw rod portion of adjusting bolt, and the screw rod portion of adjusting bolt is screw thread connection with fixed screw drum;

[0011] By adjusting the screw bolt relative to the fixed screw cylinder, the height adjustment of the inverted U-shaped supporting block is realized, and the inverted U-shaped supporting block is used for providing support for the embedded steel bar.

[0012] As a further scheme of the utility model: the upper blocking unit includes a blocking plug, the two end faces of the blocking plug are formed with vertical clamping grooves matched with the vertical part of the L-shaped template, and the blocking plug is inserted into the inner side of the steel bar slot through the vertical clamping grooves to block the space above the embedded steel bar.

[0013] As a further scheme of the utility model: the top of the inverted U-shaped supporting block and the bottom of the blocking plug are formed with arc-shaped grooves matched with the outer diameter of the embedded steel bar.

[0014] As a further scheme of the utility model: the side surface of the vertical part of the L-shaped template is further integrally formed with a first protruding block, the two end faces of the L-shaped template are respectively formed with a butt joint groove and a second protruding block, and the distribution law of the butt joint groove and the second protruding block is matched and the same as that of the first protruding block.

[0015] As a further scheme of the utility model: the two end faces of the L-shaped template are further provided with connecting holes, and the connecting holes are distributed in a staggered manner with the butt joint groove and the second protruding block.

[0016] Compared with the prior art, the utility model has the beneficial effects that:

[0017] By arranging the supporting assembly, the height support of the embedded steel bar can be realized, and meanwhile, the height adjustment of the inverted U-shaped supporting block can meet the support requirements of the embedded steel bar with different heights, so that the production quality of the prefabricated part can be effectively improved. BRIEF DESCRIPTION OF DRAWINGS

[0018] Fig. 1 It is a structural schematic view of the utility model;

[0019] Fig. 2 It is another perspective structural schematic view of the utility model;

[0020] Fig. 3 It is a structural sectional view of the utility model.

[0021] In the drawing: 1, mold assembly; 101, L-shaped template; 102, steel bar slot; 103, first protruding block; 104, butt joint groove; 105, second protruding block; 106, connecting hole; 2, supporting assembly; 201, inverted U-shaped supporting block; 202, connecting block; 203, adjusting screw bolt; 204, fixed round block; 205, fixed screw cylinder; 206, blocking plug. DETAILED DESCRIPTION

[0022] With reference to the drawings of the embodiments of the present application, the technical solutions in the embodiments of the present application will be clearly and completely described, obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments of the present application, all other embodiments obtained by those skilled in the art without creative labor are within the protection scope of the present application.

[0023] Please refer to Figs. 1-3 In the embodiments of the present application, a prefabricated concrete part mold for fabricated building comprises a mold assembly 1 composed of an L-shaped template 101 and a steel bar slot 102, the steel bar slot 102 is evenly arranged on the side surface of the vertical part of the L-shaped template 101 and completely penetrates the other side of the vertical part of the L-shaped template 101, the L-shaped template 101 is connected with a support assembly 2 through the steel bar slot 102, and the support assembly 2 is used for providing height support for the embedded steel bar.

[0024] The support assembly 2 comprises a lower support unit and an upper blocking unit.

[0025] The lower support unit is used for providing support for the embedded steel bar passing through the steel bar slot 102, and the upper blocking unit is used for forming blocking for the embedded steel bar.

[0026] The lower support unit comprises an inverted U-shaped support block 201, a connecting block 202, an adjusting bolt 203, a fixed circular block 204 and a fixed screw cylinder 205.

[0027] The fixed screw cylinder 205 is fixed to the top of the horizontal part of the L-shaped template 101 and is horizontally aligned with the steel bar slot 102.

[0028] The connecting block 202 is fixed to one side of the inverted U-shaped support block 201, the inverted U-shaped support block 201 vertically slides in the inner side of the steel bar slot 102 and is sleeved with the vertical part of the L-shaped template 101, the adjusting bolt 203 penetrates from the top of the connecting block 202 to the bottom of the connecting block 202, the fixed circular block 204 is distributed at the bottom of the connecting block 202 and is fixed with the screw rod part of the adjusting bolt 203, and the screw rod part of the adjusting bolt 203 is threadedly connected with the fixed screw cylinder 205.

[0029] By rotating or loosening the adjusting bolt 203 relative to the fixed screw cylinder 205, the height adjustment of the inverted U-shaped support block 201 is realized, and the inverted U-shaped support block 201 is used for providing support for the embedded steel bar.

[0030] The upper blocking unit comprises a blocking plug 206, both end faces of the blocking plug 206 are formed with vertical clamping grooves matched with the vertical part of the L-shaped template 101, and the blocking plug 206 is inserted into the inner side of the steel bar slot 102 through the vertical clamping grooves to form blocking for the space above the embedded steel bar.

[0031] The top of the inverted U-shaped supporting block 201 and the bottom of the plugging plug 206 are formed with an arc-shaped groove matching the outer diameter of the embedded steel bar.

[0032] In the embodiment, it should be noted that the L-shaped template 101 can be assembled into a rectangular frame structure by combining the long side and the wide side of the prefabricated mold, and then assembled into a prefabricated mold of a prefabricated wallboard by cooperating with a bottom plate.

[0033] In use, the inverted U-shaped supporting block 201 is installed inside the steel bar slot 102. When installing the embedded steel bar, the height adjustment bolt 203 can be rotated according to the height requirement between the embedded steel bar and the bottom plate. The height adjustment bolt 203 and the fixed screw cylinder 205 are tightened or loosened, and the height adjustment bolt 203 can drive the connecting block 202 and the inverted U-shaped supporting block 201 to move up and down synchronously through the fixed circular block 204, thereby realizing the height adjustment of the inverted U-shaped supporting block 201. Different heights of the inverted U-shaped supporting block 201 can meet the support requirements of different heights of the embedded steel bar.

[0034] After the height adjustment of the inverted U-shaped supporting block 201 is completed, the embedded steel bar can be laid, and then the corresponding number of plugging plugs 206 are taken out, so that the plugging plugs 206 are inserted from the top of the steel bar slot 102 and finally fit with the upper surface of the embedded steel bar. In this way, not only the height of the embedded steel bar is fixed, but also the height of the embedded steel bar remains stable during pouring of the concrete, and the gap above the steel bar slot 102 is sealed to prevent the concrete from leaking out (it should be noted that the plugging plug 206 has a large frictional resistance with the outer wall of the L-shaped template 101, which can ensure the position of the plugging plug 206 is fixed).

[0035] Please refer to Figs. 1-3 , the vertical part of the L-shaped template 101 is integrally formed with a first protruding block 103, and the two end faces of the L-shaped template 101 are respectively formed with a butt joint groove 104 and a second protruding block 105, and the distribution law of the butt joint groove 104 and the second protruding block 105 matches and is the same as that of the first protruding block 103.

[0036] The two end faces of the L-shaped template 101 are also provided with a connecting hole 106, and the connecting hole 106 is distributed in a staggered manner with the butt joint groove 104 and the second protruding block 105.

[0037] In the embodiment, it should be noted that the L-shaped template 101 has two types, one of which is integrally formed with a butt joint groove 104 and a second protruding block 105 at the two ends, and the other of which is integrally formed with a butt joint groove 104 at the two ends.

[0038] When two adjacent L-shaped templates 101 are spliced, the automatic alignment of the connecting holes 106 can be realized by the butt joint of the butt joint grooves 104 and the second protruding blocks 105, and the relative limiting force of the two L-shaped templates 101 can be effectively enhanced, then the two L-shaped templates 101 can be connected and fixed by penetrating the connecting holes 106 with bolts and screwing the nuts;

[0039] When the L-shaped templates 101 are combined to form a wide side (or a long side) of a mold, the last L-shaped template 101 is selected as the L-shaped template 101 with the butt joint grooves 104 at both ends, so that the wide side formed has the butt joint grooves 104 at both ends, and then when the rectangular frame is combined, the first protruding blocks 105 on the long side are clamped in the butt joint grooves 104 on the wide side, so that the relative limiting force of the long side and the wide side can be further enhanced;

[0040] It should be further pointed out that the mold assembly 1 is a plastic mold, and the fixing between the L-shaped templates 101 and the bottom plate is a prior art structure, which will not be described in detail here.

[0041] The above is only a preferred specific embodiment of the present application, but the protection scope of the present application is not limited to this, any person skilled in the art can make equivalent replacement or change according to the technical scheme and the inventive concept of the present application within the technical range disclosed by the present application, which should be covered in the protection scope of the present application.

Claims

1. A precast concrete mold for prefabricated buildings, comprising a mold assembly (1) consisting of an L-shaped template (101) and rebar slots (102), wherein the rebar slots (102) are evenly distributed on the side of the vertical portion of the L-shaped template (101) and completely penetrate the other side of the vertical portion of the L-shaped template (101), characterized in that, The L-shaped template (101) is connected to a support assembly (2) via a rebar slot (102), the support assembly (2) being used to provide height support for the pre-embedded rebar; The support assembly (2) includes a lower support unit and an upper sealing unit; The lower support unit is used to provide support for the pre-embedded steel bars passing through the steel bar slot (102), and the upper sealing unit is used to form a seal for the pre-embedded steel bars; The lower support unit includes an inverted U-shaped support block (201), a connecting block (202), an adjusting bolt (203), a fixing round block (204), and a fixing screw cylinder (205); The fixing screw (205) is fixed to the top of the horizontal part of the L-shaped template (101) and is horizontally aligned with the rebar slot (102); The connecting block (202) is fixed to one side of the inverted U-shaped support block (201). The inverted U-shaped support block (201) slides vertically inside the rebar slot (102) and is sleeved with the vertical part of the L-shaped template (101). The adjusting bolt (203) passes through from the top of the connecting block (202) to the bottom of the connecting block (202). The fixing round block (204) is distributed at the bottom of the connecting block (202) and fixed with the screw part of the adjusting bolt (203). The screw part of the adjusting bolt (203) is threadedly connected to the fixing screw cylinder (205). The height of the inverted U-shaped support block (201) can be adjusted by tightening or loosening the adjusting bolt (203) relative to the fixed screw (205). The inverted U-shaped support block (201) is used to provide support for the pre-embedded steel bars.

2. The precast concrete component mold for prefabricated buildings according to claim 1, characterized in that, The upper sealing unit includes a sealing plug (206), and the two ends of the sealing plug (206) are formed with vertical slots that match the vertical part of the L-shaped template (101). The sealing plug (206) is inserted into the inside of the rebar slot (102) through the vertical slots to seal the space above the pre-embedded rebar.

3. A precast concrete component mold for prefabricated buildings according to claim 2, characterized in that, The top of the inverted U-shaped support block (201) and the bottom of the sealing plug (206) are formed with arc-shaped grooves that match the outer diameter of the pre-embedded steel bars.

4. A precast concrete component mold for prefabricated buildings according to claim 1, characterized in that, The vertical side of the L-shaped template (101) is also integrally formed with a first protrusion (103). The two ends of the L-shaped template (101) are respectively formed with a mating groove (104) and a second protrusion (105). The distribution patterns of the mating groove (104) and the second protrusion (105) match and are the same as the distribution pattern of the first protrusion (103).

5. A precast concrete component mold for prefabricated buildings according to claim 4, characterized in that, The L-shaped template (101) is also provided with connecting holes (106) on both ends, and the connecting holes (106) are staggered with the docking groove (104) and the second protrusion (105).