CN219100904U - Material bin partition wall - Google Patents

Material bin partition wall Download PDF

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Publication number
CN219100904U
CN219100904U CN202222373349.2U CN202222373349U CN219100904U CN 219100904 U CN219100904 U CN 219100904U CN 202222373349 U CN202222373349 U CN 202222373349U CN 219100904 U CN219100904 U CN 219100904U
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Prior art keywords
steel
reinforced concrete
utility
model
bars
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CN202222373349.2U
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Chinese (zh)
Inventor
罗永巍
张亚平
曾学强
陈浩
张波
覃祥
王丹
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Sichuan Communications Construction Group Co Ltd
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Sichuan Communications Construction Group Co Ltd
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Priority to CN202222373349.2U priority Critical patent/CN219100904U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/51Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products

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Abstract

The utility model discloses a bin partition wall, which comprises a substrate and a reinforced concrete structure column, wherein the reinforced concrete structure column comprises vertical supporting steel bars, channel steel and horizontal anti-cracking steel bars, the reinforced concrete structure column is inserted into the substrate, the bottom of the reinforced concrete structure column is provided with a steel bar net, and the horizontal anti-cracking steel bars are provided with tie bars; the inner side of the reinforced concrete structural column is provided with a groove, a wave-shaped guardrail steel plate is arranged in the groove, and the wave-shaped guardrail steel plate is fixedly connected with the groove through bolts. According to the utility model, the reinforced mesh is arranged at the bottom of the reinforced concrete structural column, the horizontal crack resistance of the reinforced concrete structural column is enhanced by utilizing the crack resistance of the reinforced mesh, and the risk of stock bin breakage is reduced by optimizing the concrete wall surface to be the waveform guardrail steel plate and utilizing the good crack resistance of the waveform guardrail steel plate.

Description

Material bin partition wall
Technical Field
The utility model relates to the technical field of partition walls, in particular to a storage bin partition wall.
Background
The concrete mixing station is used as an infrastructure for providing concrete for construction projects, and is a powerful guarantee for construction progress and construction quality of the construction projects. The storage bin of the concrete mixing station is an important component part of the concrete mixing station, and the storage applicability, safety and economy of the storage bin are particularly important.
At present, a storage bin partition wall adopts a concrete structure, but the transverse anti-extrusion capacity of the concrete partition wall is not strong, and the concrete partition wall is easy to topple.
Disclosure of Invention
In order to solve the problems, the utility model provides a bin partition wall which is designed aiming at a bin partition wall structure, and the bin partition wall solves the problem that a concrete partition wall is easy to fall down.
The embodiment of the utility model is realized by the following technical scheme:
the material bin partition wall comprises a substrate and a reinforced concrete structure column, wherein the reinforced concrete structure column is inserted into the substrate, and a reinforcing mesh is arranged at the bottom of the reinforced concrete structure column.
In one embodiment of the utility model, the mesh reinforcement is connected to a plurality of steel reinforced concrete structural posts.
In one embodiment of the present utility model, a groove is formed on the inner side of the reinforced concrete structure column, and a wall panel is disposed in the groove.
In one embodiment of the present utility model, the wall panel is a plurality of corrugated guardrail steel plates, and both sides of the corrugated guardrail steel plates are fixedly connected with the grooves of the reinforced concrete structural columns.
In one embodiment of the utility model, a plurality of vertical supporting steel bars, horizontal anti-cracking steel bars and channel steel are arranged in the reinforced concrete structural column, the channel steel is positioned at two sides of the reinforced concrete structural column, and the vertical supporting steel bars and the horizontal anti-cracking steel bars are arranged at two sides of the channel steel.
In one embodiment of the utility model, the steel reinforced concrete structural column is provided with tie bars, and the tie bars are arranged on the horizontal anti-cracking steel bars of the steel reinforced concrete structural column.
In one embodiment of the utility model, the grooves of the reinforced concrete structural posts are provided with bolt holes.
In one embodiment of the utility model, the two ends of the wavy guardrail steel plate are provided with bolt holes.
The technical scheme of the embodiment of the utility model has at least the following advantages and beneficial effects:
according to the embodiment of the utility model, the reinforced mesh is arranged in the reinforced concrete structural column and is connected with the plurality of reinforced concrete structural columns, so that the transverse extrusion resistance of the reinforced concrete structural column is enhanced, and the problem that the concrete partition wall falls down is avoided.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic elevational view of the structure of the present utility model;
FIG. 2 is a schematic view at section AA of the present utility model;
fig. 3 is a schematic top view of a reinforced concrete structure column according to the present utility model.
Icon: 1-substrate, 2-reinforced concrete structural columns, 3-wave-shaped guardrail steel plates, 4-reinforcing steel meshes, 5-channel steel, 6-horizontal anti-cracking reinforcing steel bars, 7-vertical supporting reinforcing steel bars and 8-lacing wires.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be noted that, if the azimuth or positional relationship indicated by the terms "inner", "outer", etc. appears to be based on the azimuth or positional relationship shown in the drawings, or the azimuth or positional relationship that the inventive product is conventionally put in use, it is merely for convenience of describing the present utility model and simplifying the description, and it is not indicated or implied that the apparatus or element referred to must have a specific azimuth, be configured and operated in a specific azimuth, and therefore should not be construed as limiting the present utility model.
In the description of the present utility model, it should also be noted that, unless explicitly stated and limited otherwise, the terms "disposed," "mounted," "configured," and "connected" should be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1-3, the present embodiment provides a material bin partition wall structure, which includes a base 1 and a reinforced concrete structure column 2, wherein the reinforced concrete structure column 2 includes a plurality of vertical supporting steel bars 7, channel steel 5 and horizontal anti-cracking steel bars 6, and the channel steel 5 is located at two sides of the reinforced concrete structure column 2; the vertical supporting steel bars 7 are positioned on two sides of the channel steel 5, and the vertical supporting steel bars 7 are equal in height to the channel steel 5. The horizontal anti-cracking steel bars 6 are positioned on the vertical supporting steel bars 7, the horizontal anti-cracking steel bars 6 are uniformly distributed along the vertical supporting steel bars 7, two horizontal anti-cracking steel bars 6 in the horizontal direction are configured with tie bars 8 for connection, and gaps in the reinforced concrete structural column 2 are filled with concrete, so that a sealed column structure is formed. The horizontal anti-cracking steel bars 6 are connected through the tie bars 8, so that the reinforced concrete structural column 2 is more stable, and the risk of breakage of the reinforced concrete structural column 2 is reduced.
Further, the bottom end of the reinforced concrete structural column 2 is provided with a reinforcing mesh 4, and the reinforcing mesh 4 and the reinforced concrete structural column 2 are connected with the substrate 1 through concrete. Compared with the prior art, in the embodiment, the reinforcing steel bar mesh 4 is installed in the connection of the reinforced concrete structural column 2 and the substrate 1, and the fracture resistance of the reinforced concrete structural column 2 in the horizontal direction is enhanced by utilizing the tensile resistance of the reinforcing steel bar mesh 4.
In the prior art, because the crack resistance of the concrete wall surface is poor, in the embodiment, the concrete wall surface is optimized into a wavy guardrail steel plate 3, bolt holes are arranged at two ends of the wavy guardrail steel plate 3, and the wavy guardrail steel plate 3 is fixedly connected with channel steel 5 on the reinforced concrete structural column 2 through fixing bolts. The wavy guardrail steel plate 3 is adopted to replace a concrete wall surface, and the wavy guardrail steel plate 3 has stronger horizontal crack resistance, so that the phenomenon of concrete wall surface fracture is avoided, and the safety of a storage bin is improved. The adoption of the bolt fixed connection can realize the recovery and the reutilization of the waveform guardrail steel plate 3, thereby saving the material cost.
The implementation process of the utility model comprises the following steps:
1. after the field is leveled, excavating a substrate 1 and pouring a cushion layer.
2. And placing the reinforcing mesh 4, the channel steel 5 and the vertical supporting steel bars 7, and then pouring foundation concrete to the site.
3. The horizontal anti-cracking steel bars 6 are installed on the vertical supporting steel bars 7, the horizontal anti-cracking steel bars 6 are fixed through tie bars 8, and then foundation concrete is poured to form the reinforced concrete structural column 2.
4. The wavy guardrail steel plates 3 are arranged between the reinforced concrete structural columns 2 through bolts to form a sealed wall surface structure.
The above is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (5)

1. The material bin partition wall comprises a substrate and steel-concrete structural columns, and is characterized in that the steel-concrete structural columns are inserted into the substrate, and steel reinforcement meshes are arranged at the bottoms of the steel-concrete structural columns and are connected with a plurality of steel-concrete structural columns; a groove is formed in the inner side of the reinforced concrete structural column, and a wall panel is arranged in the groove; the wall panel is a plurality of waveform guardrail steel plates, and both sides of each waveform guardrail steel plate are fixedly connected with the grooves of the reinforced concrete structural columns.
2. The bin partition according to claim 1, wherein a plurality of vertical supporting bars, horizontal anti-cracking bars and channel steel are arranged in the steel-concrete structural column, the channel steel is positioned on two sides of the steel-concrete structural column, and the vertical supporting bars and the horizontal anti-cracking bars are arranged on two sides of the channel steel.
3. The bin partition according to claim 2, wherein tie bars are provided on the reinforced concrete structure column, and the tie bars are mounted on horizontal anti-crack steel bars of the reinforced concrete structure column.
4. The bin partition according to claim 2, wherein the grooves of the reinforced concrete structure columns are provided with bolt holes.
5. The bin partition according to claim 1, wherein the corrugated guardrail steel plate is provided with bolt holes at both ends.
CN202222373349.2U 2022-09-06 2022-09-06 Material bin partition wall Active CN219100904U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222373349.2U CN219100904U (en) 2022-09-06 2022-09-06 Material bin partition wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222373349.2U CN219100904U (en) 2022-09-06 2022-09-06 Material bin partition wall

Publications (1)

Publication Number Publication Date
CN219100904U true CN219100904U (en) 2023-05-30

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ID=86430767

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222373349.2U Active CN219100904U (en) 2022-09-06 2022-09-06 Material bin partition wall

Country Status (1)

Country Link
CN (1) CN219100904U (en)

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