Wall-attached vibrating die for constructional column

Abstract

The utility model belongs to the field of constructional column pouring molds, and provides a constructional column wall-attached type vibrating mold which comprises a mold plate assembly, two sets of sliding groove assemblies are symmetrically installed in the middle of the front wall face of the mold plate assembly in parallel, and a vibrating mechanism is installed between the two sets of sliding groove assemblies. By changing the height of the vibration mechanism between the two first sliding groove blocks, concrete in the inner cavity of the formwork assembly is subjected to layer-by-layer high vibration compaction, the vibration mechanism can be taken down and then installed between the two first sliding groove blocks of another formwork, and then multi-face vibration is conducted on the concrete in the inner cavity of the formwork assembly. The two porous connecting bottom plates between the upper formwork body and the lower formwork body are fixedly connected through the screws and the nuts, and therefore construction columns with different heights can be constructed, and the other porous connecting bottom plate is installed between the two adjacent porous connecting bottom plates, so that the construction columns with different heights can be constructed. And the construction of constructional columns with different widths can be adapted.

Description

Technical Field

[0001] This utility model belongs to the field of structural column casting molds, specifically a structural column wall-mounted vibratory tamping mold. Background Technology

[0002] Structural columns are reinforced concrete columns installed in the walls of multi-story brick-concrete structures to enhance the integrity and stability of buildings. They are generally installed at the corners of the exterior walls and the junctions of the interior and exterior walls. When the wall length exceeds a certain limit (such as 8m or twice the floor height), structural columns are also needed in the middle of the wall to divide the wall and prevent the wall from cracking or collapsing under stress.

[0003] Before pouring concrete for structural columns, formwork needs to be pre-supported. Concrete is poured in through the flared opening on the top of the formwork and then vibrated with a vibrator to compact the concrete inside the formwork. However, the length of the vibrator in the existing technology is limited, making it difficult to compact the concrete at the bottom of the structural column, resulting in a "rotten foot" phenomenon. Utility Model Content

[0004] To address the aforementioned technical problems, this utility model provides a wall-mounted vibratory compaction mold for structural columns, thereby resolving the issues raised in the above technical background.

[0005] A wall-mounted vibratory compaction mold for structural columns includes a template assembly. Two sets of sliding groove assemblies are symmetrically and parallelly installed on the middle of the front wall of the template assembly, and a vibration mechanism is installed between the two sets of sliding groove assemblies.

[0006] The vibration mechanism includes a vibration base, a vibration motor installed in the center of the top surface of the vibration base, a limiting rod in the center of the inner cavity of the vibration base, a connecting block fixedly installed in the center of the limiting rod, the connecting block fixedly installed in the inner cavity of the vibration base, hollow locking rods slidably installed on the outer wall surfaces of both ends of the limiting rod, a sliding block fixedly installed on the outer wall surface of one end of the two hollow locking rods near the connecting block, the other end of the two hollow locking rods penetrating to the outer wall surface of the vibration base, and a spring installed on the outer wall surface of the hollow locking rods located between the sliding block and the connecting block.

[0007] Preferably, auxiliary sliding rods are hinged to the outer walls on both sides of the sliding block, a second sliding groove block is provided in the inner cavity of the vibration base for sliding with the other end of the auxiliary sliding rod, and a handle assembly is installed on the top surface of the vibration base.

[0008] Preferably, the handle assembly includes a handle, a limiting slider is fixedly installed on the bottom surface of the handle, and a first sliding cavity is formed on the top surface of the handle to match the sliding of the limiting slider.

[0009] Preferably, an L-shaped slide rod is fixedly installed in the middle of the bottom surface of the handle, and a second sliding cavity is opened on the top surface of the vibration base to match the sliding of the L-shaped slide rod. The other end of the L-shaped slide rod is fixedly connected to the top surface of the sliding block.

[0010] Preferably, both sets of the slide block assembly include a first slide block, and the inner side wall of the first slide block is provided with a plurality of limiting holes for use with the hollow snap rod. The upper and lower ends of the front wall of the two sets of first slide blocks are provided with mounting ports for use with the vibration base.

[0011] Preferably, the template component includes a template, corner connecting blocks are installed on the left and right sides of the template, and perforated connecting base plates are fixedly installed on the outer walls of the upper and lower ends of the template.

[0012] Compared with the prior art, the present invention has the following beneficial effects:

[0013] 1. This utility model achieves layer-by-layer vibration compaction of the concrete in the inner cavity of the template assembly by changing the height of the vibration mechanism between the two first sliding blocks. Furthermore, the vibration mechanism can be removed and installed between the two first sliding blocks of another template to achieve multi-faceted vibration of the concrete in the inner cavity of the template assembly, thereby improving the compactness of the concrete and reducing the probability of "rotten foot" phenomenon.

[0014] 2. This utility model assembles the mold by installing corner connecting blocks between the four template joints. When the template height is insufficient, another template can be placed on the template of the current height, and the two multi-hole connecting base plates between the upper and lower templates can be fixedly connected by screws and nuts, thus adapting to the construction of structural columns of different heights. When the template width is insufficient, multiple templates are spliced ​​together, and another multi-hole connecting base plate is placed between two adjacent multi-hole connecting base plates, and the three multi-hole connecting base plates are fixed by screws and nuts, thus adapting to the construction of structural columns of different widths. Attached Figure Description

[0015] Figure 1 This is an overall structural diagram of the present invention;

[0016] Figure 2 This is a structural diagram of the template component of this utility model;

[0017] Figure 3 This is a structural diagram of the vibration mechanism of this utility model;

[0018] Figure 4 Cross-sectional view of the vibration mechanism of this utility model Figure 1 ;

[0019] Figure 5 Cross-sectional view of the vibration mechanism of this utility model Figure 2 .

[0020] In the picture:

[0021] 1. Template components; 101. Template; 102. Corner connecting blocks; 103. Perforated connecting base plate;

[0022] 2. Slide assembly; 201. First slide block; 202. Limiting hole; 203. Mounting port;

[0023] 3. Vibration mechanism; 301. Vibration base; 302. Vibration motor; 303. Limiting rod; 304. Connecting block; 305. Hollow locking rod; 306. Sliding block; 307. Spring; 308. Auxiliary slide rod; 309. Second slide block; 310. Handle; 311. L-shaped slide rod; 312. Limiting slider; 313. First sliding cavity; 314. Second sliding cavity. Detailed Implementation

[0024] The embodiments of this utility model will be described in further detail below with reference to the accompanying drawings and examples. The following examples are for illustrative purposes only and should not be construed as limiting the scope of this utility model.

[0025] Example 1:

[0026] Reference Appendix Figure 1 To be continued Figure 5 A wall-mounted vibratory compaction mold for structural columns includes a template assembly 1, two sets of sliding groove assemblies 2 are symmetrically and parallelly installed on the middle of the front wall of the template assembly 1, and a vibration mechanism 3 is installed between the two sets of sliding groove assemblies 2.

[0027] The vibration mechanism 3 includes a vibration base 301. A vibration motor 302 is installed in the middle of the top surface of the vibration base 301. A limiting rod 303 is provided in the middle of the inner cavity of the vibration base 301. A connecting block 304 is fixedly installed in the middle of the limiting rod 303. The connecting block 304 is fixedly installed in the inner cavity of the vibration base 301. Hollow locking rods 305 are slidably installed on the outer wall surfaces of both ends of the limiting rod 303. A sliding block 306 is fixedly installed on the outer wall surface of the two hollow locking rods 305 near the connecting block 304. The other ends of the two hollow locking rods 305 extend through to the outer wall surface of the vibration base 301. A spring 307 is installed on the outer wall surface of the hollow locking rod 305 between the sliding block 306 and the connecting block 304.

[0028] Auxiliary slide rods 308 are hinged to the outer walls on both sides of the sliding block 306. A second slide block 309 is provided in the inner cavity of the vibration base 301 to slide with the other end of the auxiliary slide rod 308. A handle assembly is installed on the top surface of the vibration base 301.

[0029] The handle assembly includes a handle 310, a limiting slider 312 is fixedly installed on the bottom surface of the handle 310, and a first sliding cavity 313 is provided on the top surface of the handle 310 for sliding with the limiting slider 312.

[0030] An L-shaped slide rod 311 is fixedly installed in the middle of the bottom surface of the handle 310. A second sliding cavity 314 is opened on the top surface of the vibration base 301 to match the sliding of the L-shaped slide rod 311. The other end of the L-shaped slide rod 311 is fixedly connected to the top surface of the sliding block 306.

[0031] Both sets of slide block assemblies 2 include a first slide block 201. Several limiting holes 202 are evenly distributed on the inner side wall of the first slide block 201 for use with the hollow snap rod 305. The upper and lower ends of the front wall of both sets of first slide blocks 201 are provided with mounting ports 203 for use with the vibration base 301.

[0032] As can be seen from the above, after multiple template components 1 are assembled, concrete is injected into the inner cavity of template component 1. Then, both hands are held on the two handles 310 and pushed towards the center, so that the L-shaped sliding rod 311 in the middle of the handle 310 slides towards the center, that is, the sliding block 306 and the hollow snap-fit ​​rod 305 in the middle slide towards the center of the inner cavity of the vibration base 301. At this time, the spring 307 between the connecting block 304 and the sliding block 306 is compressed and contracted. The two auxiliary sliding rods 308 hinged on both sides of the sliding block 306 slide closer to each other at one end of the second sliding groove block 309, and then the hollow snap-fit ​​rod 305 at the outer end of the vibration base 301 slides into the inner cavity of the vibration base 301.

[0033] At this time, the entire vibration mechanism 3 is lifted by the handle 310, and the vibration base 301 is placed between the two first sliding blocks 201 through the installation port 203 on the first sliding block 201. The operator does not apply a force to slide the two handles 310 towards the middle. At this time, the spring 307 releases elastic potential energy, driving the sliding block 306 to reset, that is, the hollow locking rod 305, the auxiliary sliding rod 308, the L-shaped sliding rod 311 and the handle 310 are reset. Then, the end of the hollow locking rod 305 slides out of the vibration base 301 and is locked in the limiting hole 202 opened in the first sliding block 201. At this time, the vibration motor 302 is started to vibrate the surface of the template 101, thereby making the concrete in the inner cavity of the template 101 gradually compacted by the vibration.

[0034] By changing the height of the vibration mechanism 3 between the two first sliding blocks 201, the concrete in the cavity of the template assembly 1 can be vibrated and compacted layer by layer. Furthermore, the vibration mechanism 3 can be removed and installed between the two first sliding blocks 201 of another template 101, thereby achieving multi-faceted vibration of the concrete in the cavity of the template assembly 1, improving the compactness of the concrete, and reducing the probability of "rotten feet" phenomenon.

[0035] Example 2:

[0036] Reference Appendix Figure 1 To be continued Figure 5 The template component 1 includes a template 101, corner connecting blocks 102 are installed on the left and right sides of the template 101, and perforated connecting base plates 103 are fixedly installed on the outer walls of the upper and lower ends of the template 101.

[0037] As can be seen from the above, the four templates 101 are arranged in a rectangular shape, and the mold is assembled by installing corner connecting blocks 102 between the four templates 101. When the height of the template 101 is insufficient, another template 101 can be placed on the template 101 of the current height, and the two multi-hole connecting base plates 103 between the upper and lower templates 101 can be fixedly connected by screws and nuts, thus adapting to the construction of structural columns of different heights. When the width of the template 101 is insufficient, multiple templates 101 are spliced ​​together, and another multi-hole connecting base plate 103 is placed between two adjacent multi-hole connecting base plates 103, and the three multi-hole connecting base plates 103 are fixed by screws and nuts, thus adapting to the construction of structural columns of different widths.

[0038] The embodiments of this utility model are given for the purpose of illustration and description. Although embodiments of this utility model have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the utility model. Those skilled in the art can make changes, modifications, substitutions and variations to the above embodiments within the scope of this utility model.

Claims

1. A wall-mounted vibratory compaction mold for structural columns, characterized in that: It includes a template assembly (1), on which two sets of sliding groove assemblies (2) are symmetrically and parallelly installed in the middle of the front wall of the template assembly (1), and a vibration mechanism (3) is installed between the two sets of sliding groove assemblies (2); The vibration mechanism (3) includes a vibration base (301), a vibration motor (302) is installed in the middle of the top surface of the vibration base (301), a limiting rod (303) is provided in the middle of the inner cavity of the vibration base (301), a connecting block (304) is fixedly installed in the middle of the limiting rod (303), the connecting block (304) is fixedly installed in the inner cavity of the vibration base (301), hollow snap-fit ​​rods (305) are slidably installed on the outer wall surfaces of both ends of the limiting rod (303), a sliding block (306) is fixedly installed on the outer wall surface of one end of the two hollow snap-fit ​​rods (305) near the connecting block (304), the other end of the two hollow snap-fit ​​rods (305) extends through to the outer wall surface of the vibration base (301), and a spring (307) is installed on the outer wall surface of the hollow snap-fit ​​rod (305) between the sliding block (306) and the connecting block (304).

2. The wall-mounted vibratory compaction mold for structural columns as described in claim 1, characterized in that: The sliding block (306) has auxiliary sliding rods (308) hinged to the outer walls on both sides. The vibration base (301) has a second sliding groove block (309) in its inner cavity that slides with the other end of the auxiliary sliding rod (308). The vibration base (301) has a handle assembly installed on its top surface.

3. The wall-mounted vibratory compaction mold for structural columns as described in claim 2, characterized in that: The handle assembly includes a handle (310), a limiting slider (312) is fixedly installed on the bottom surface of the handle (310), and a first sliding cavity (313) is opened on the top surface of the handle (310) to match the sliding of the limiting slider (312).

4. The wall-mounted vibratory compaction mold for structural columns as described in claim 3, characterized in that: An L-shaped slide rod (311) is fixedly installed in the middle of the bottom surface of the handle (310). A second sliding cavity (314) matching the sliding of the L-shaped slide rod (311) is opened on the top surface of the vibration base (301). The other end of the L-shaped slide rod (311) is fixedly connected to the top surface of the sliding block (306).

5. The wall-mounted vibratory compaction mold for structural columns as described in claim 1, characterized in that: Both sets of the slide block assembly (2) include a first slide block (201). The inner side wall of the first slide block (201) is provided with a number of limiting holes (202) for use with the hollow snap rod (305). The front wall of the upper and lower ends of the two sets of first slide blocks (201) are provided with mounting ports (203) for use with the vibration base (301).

6. The wall-mounted vibratory compaction mold for structural columns as described in claim 1, characterized in that: The template component (1) includes a template (101), corner connecting blocks (102) are installed on the left and right sides of the template (101), and perforated connecting base plates (103) are fixedly installed on the outer walls of the upper and lower ends of the template (101).

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