CN220113575U - Combined plastic mould box concrete structure - Google Patents
Combined plastic mould box concrete structure Download PDFInfo
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- CN220113575U CN220113575U CN202321405346.0U CN202321405346U CN220113575U CN 220113575 U CN220113575 U CN 220113575U CN 202321405346 U CN202321405346 U CN 202321405346U CN 220113575 U CN220113575 U CN 220113575U
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- die
- concrete structure
- mould box
- reinforcement
- die body
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- 239000004033 plastic Substances 0.000 title claims abstract description 22
- 229920003023 plastic Polymers 0.000 title claims abstract description 22
- 239000004567 concrete Substances 0.000 title claims abstract description 20
- 230000002787 reinforcement Effects 0.000 claims abstract description 35
- 238000007667 floating Methods 0.000 claims description 21
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims 1
- 235000017491 Bambusa tulda Nutrition 0.000 claims 1
- 241001330002 Bambuseae Species 0.000 claims 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims 1
- 239000011425 bamboo Substances 0.000 claims 1
- 239000002131 composite material Substances 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 15
- 239000010959 steel Substances 0.000 abstract description 15
- 230000003014 reinforcing effect Effects 0.000 abstract description 9
- 238000005266 casting Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000004566 building material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a combined plastic mould box concrete structure, and relates to the technical field of building construction. The die comprises a die box body, an inner reinforcing die body and supporting cylinders, wherein the inner reinforcing die body is arranged on the inner top surface of the die box body, and is supported by the supporting cylinders; the bottom surface of the inner reinforcement die body is provided with a spherical curved surface, and four side surfaces of the inner reinforcement die body are respectively provided with a big arch bridge hole and a small arch bridge hole; the bottom of the inner reinforcement die body is fixedly provided with a plurality of support columns which are uniformly distributed in a lattice shape, and each support column is fixedly sleeved with a limiting ring. According to the utility model, the inner reinforcing die body and the supporting cylinder are arranged, so that the die box body is higher in structural strength and can bear higher pressure, two adjacent die box bodies are connected through the annular steel hoops, and the problems that the die box bodies are easy to deviate and float upwards, the overall stability is poor and the structural strength is not ideal in the floor casting process of the existing plastic die box are solved.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a combined plastic mould box concrete structure.
Background
The plastic mould box is a tool used in building and manufacturing industry and is used for manufacturing moulds for building materials such as concrete, gypsum, cement, bricks and the like. These molds are typically made of durable plastics such as high density polyethylene or polypropylene, and have advanced manufacturing techniques and precise designs for use in making building materials of various sizes and shapes. The plastic mold has the advantages of light weight, easy handling, durability, easy cleaning and maintenance, and capability of producing a large amount of building materials in a short time. The method is widely applied to the fields of construction and manufacturing, including roads, bridges, hydraulic engineering, house construction, landscape architecture and the like. With the progress of technology and the increase of market demands, the application prospect of the plastic mould box is wider.
The cast-in-situ hollow floor is a floor structure formed by embedding a plastic mould box in concrete when the floor is built, the strength and stability of the floor can be improved, the using amount of the concrete is reduced, the overall weight of the building is reduced, the building cost is saved, and the cast-in-situ hollow floor is commonly used in high-rise buildings and large commercial buildings. However, the existing plastic mould box is not firm in fixation of the box body during concrete pouring, easy to deviate and float, poor in overall stability and not ideal in structural strength. Therefore, the existing plastic mold cannot meet the practical demands, so there is an urgent need for improved technology in the market to solve the above problems.
Disclosure of Invention
The utility model aims to provide a combined plastic mould box concrete structure, which is characterized in that an inner reinforcing mould body and a supporting cylinder are arranged, so that the mould box body is higher in structural strength and can bear higher pressure, two adjacent mould box bodies are connected through annular steel hoops, and the problems that the existing plastic mould box is easy to deviate and float in the floor casting process, the overall stability is poor and the structural strength is not ideal are solved.
In order to solve the technical problems, the utility model is realized by the following technical scheme:
the utility model relates to a combined plastic mould box concrete structure which comprises a mould box body, an inner reinforcing mould body and supporting cylinders, wherein the inner reinforcing mould body is arranged on the inner top surface of the mould box body, and the inner reinforcing mould body is supported by the supporting cylinders.
The bottom surface of the inner reinforcement die body is provided with a spherical curved surface, and four side surfaces of the inner reinforcement die body are respectively provided with a big arch bridge hole and a small arch bridge hole; the bottom of the inner reinforcement die body is fixedly provided with a plurality of support columns which are uniformly distributed in a lattice shape, and each support column is fixedly sleeved with a limiting ring.
Further, three equally spaced transverse anti-floating reinforcement grooves and longitudinal anti-floating reinforcement grooves are respectively arranged on the top surface of the die box body; the depth of the transverse anti-floating reinforcement groove is greater than that of the longitudinal anti-floating reinforcement groove.
Further, the bottom of the die box body is provided with a flange in an integrated manner, and the flange is provided with a mounting hole.
Further, four equally-spaced grooves are formed in the peripheral side face of the die box body; the adjacent mould box bodies are reinforced by annular reinforcing steel hoops which are arranged in the grooves.
Further, the bottom surfaces of the supporting columns are flush, and the bottom surfaces of the limiting rings are flush.
Further, the top surface of the supporting cylinder is abutted with the bottom surface of the limiting ring, and the cylindrical surface of the supporting cylinder is abutted with the cylindrical surface of the supporting column; the number and the supporting position of the supporting cylinders are adjusted based on the field requirements.
The utility model has the following beneficial effects:
1. according to the utility model, the inner reinforcing die body is arranged, so that the die box body is higher in structural strength and can bear higher pressure, and the load can be dispersed to two sides of an arch by the arch bridge shape design of the inner reinforcing die body and the arch bridge hole design, so that the die box body can bear higher load and has higher strength.
2. According to the utility model, the supporting columns, the limiting rings and the supporting cylinders are arranged, the supporting cylinders can bear a certain weight of the die box body, the number and the supporting positions of the supporting cylinders are adjusted based on field requirements, the universality is good, and when the die box body is large in specification, the number of the supporting cylinders can be increased, so that the overall supporting strength is improved.
3. According to the utility model, the grooves and the annular steel hoops are arranged, two adjacent mould box bodies are connected through the annular steel hoops, and the mould box bodies are prevented from shifting and floating upwards in the casting process by being matched with the transverse and longitudinal anti-floating steel bars, so that the overall stability is improved, and the quality of a concrete structure is greatly improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of the overall structure;
FIG. 2 is a cross-sectional view of the overall structure;
FIG. 3 is a schematic view of an internal reinforcement matrix structure;
FIG. 4 is a schematic view of a connection structure between an inner reinforcement matrix and a support cylinder;
fig. 5 is a schematic diagram of a connection structure between a die box body and a die box body.
In the drawings, the list of components represented by the various numbers is as follows:
1. a die box body; 2. an inner reinforcement mold body; 3. a support cylinder; 4. annular steel bar hoops; 11. a transverse anti-floating steel bar groove; 12. a longitudinal anti-floating steel bar groove; 13. a flange; 14. a mounting hole; 15. a groove; 21. arch bridge hole; 22. a support column; 23. and a limiting ring.
Detailed Description
The technical solutions in 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.
Referring to fig. 1-2, the utility model is a combined plastic mold box concrete structure, comprising a mold box body 1, an inner reinforcement mold body 2 and a supporting cylinder 3, wherein the inner reinforcement mold body 2 is arranged on the inner top surface of the mold box body 1, and the inner reinforcement mold body 2 is supported by a plurality of supporting cylinders 3.
As shown in fig. 1, the top surface of the die box body 1 is respectively provided with three equally spaced transverse anti-floating reinforcement grooves 11 and longitudinal anti-floating reinforcement grooves 12; the depth of the transverse anti-floating reinforcement groove 11 is larger than that of the longitudinal anti-floating reinforcement groove 12; the bottom of the die box body 1 is provided with a flange 13 in an integrated manner, and the flange 13 is provided with a mounting hole 14.
As shown in fig. 1 and 5, four equally spaced grooves 15 are formed on the peripheral side surface of the die box body 1; the adjacent mould box bodies 1 are reinforced by annular steel hoops 4, and the annular steel hoops 4 are arranged in the grooves 15.
When the concrete pouring device is used, two adjacent die box bodies 1 are connected through the annular steel bar hoops 4, the transverse anti-floating steel bars penetrate through the transverse anti-floating steel bar grooves 11 of the die box bodies 1, and the longitudinal anti-floating steel bars penetrate through the longitudinal anti-floating steel bar grooves 12 of the die box bodies 1, so that the die box bodies 1 are integrally fixed, the die box bodies 1 are prevented from shifting and floating in the pouring process, the overall stability is improved, and the quality of the concrete structure is greatly improved.
As shown in fig. 3, the bottom surface of the inner reinforcement die body 2 is provided with a spherical curved surface, and four side surfaces of the inner reinforcement die body 2 are respectively provided with a big arch bridge hole 21 and a small arch bridge hole 21; the bottom of the inner reinforcement die body 2 is fixedly provided with a plurality of support columns 22 which are uniformly distributed in a lattice shape, each support column 22 is fixedly sleeved with a limiting ring 23, the bottom surfaces of the support columns 22 are flush, and the bottom surfaces of the limiting rings 23 are flush.
The arrangement of the inner reinforcement die body 2 enables the structural strength of the die box body 1 to be larger, can bear larger pressure, and the arch bridge shape design of the inner reinforcement die body 2 and the design of the arch bridge holes 21 can disperse loads to two sides of an arch, can bear larger loads, has higher strength, can maximize the material utilization rate and save production cost.
As shown in fig. 4, the top surface of the supporting cylinder 3 abuts against the bottom surface of the limiting ring 23, the cylindrical surface of the supporting cylinder 3 abuts against the cylindrical surface of the supporting column 22, and the number and the supporting positions of the supporting cylinders 3 are adjusted based on the field requirement. The supporting cylinders 3 can bear a certain weight of the die box body 1, the number and the supporting positions of the supporting cylinders can be adjusted based on field requirements, the universality is good, and when the die box body 1 is large in specification, the number of the supporting cylinders 3 can be increased, so that the overall supporting strength is improved, and the die box body 1 is prevented from being seriously deformed and collapsing.
The foregoing is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, and any modification, equivalent replacement, and improvement of some of the technical features described in the foregoing embodiments are all within the scope of the present utility model.
Claims (6)
1. The utility model provides a combination plastics die box concrete structure, includes die box body (1), interior reinforcement die body (2) and support section of thick bamboo (3), its characterized in that:
the inner reinforcement die body (2) is arranged on the inner top surface of the die box body (1), and the inner reinforcement die body (2) is supported by a plurality of supporting cylinders (3);
the bottom surface of the inner reinforcement die body (2) is provided with a spherical curved surface, and four side surfaces of the inner reinforcement die body (2) are respectively provided with a big arch bridge hole (21) and a small arch bridge hole (21);
the bottom of the inner reinforcement die body (2) is fixedly provided with a plurality of support columns (22) which are uniformly distributed in a lattice shape, and each support column (22) is fixedly sleeved with a limiting ring (23).
2. The combined plastic mould box concrete structure according to claim 1, wherein three equally spaced transverse anti-floating reinforcement grooves (11) and longitudinal anti-floating reinforcement grooves (12) are respectively arranged on the top surface of the mould box body (1);
the depth of the transverse anti-floating reinforcement groove (11) is larger than that of the longitudinal anti-floating reinforcement groove (12).
3. The combined plastic mould box concrete structure according to claim 1, wherein a flange (13) is integrally formed around the bottom of the mould box body (1), and a mounting hole (14) is formed in the flange (13).
4. A composite plastic mould box concrete structure according to claim 1, characterized in that four equally spaced grooves (15) are provided on the peripheral side face of the mould box body (1);
the adjacent mould box bodies (1) are reinforced by annular reinforcing steel hoops (4), and the annular reinforcing steel hoops (4) are arranged in the grooves (15).
5. A modular plastic box concrete structure according to claim 1, characterized in that the bottom surfaces of the support columns (22) are flush and the bottom surfaces of the stop rings (23) are flush.
6. The concrete structure of a combined plastic mould box according to claim 5, characterized in that the top surface of the supporting cylinder (3) is abutted with the bottom surface of the limiting ring (23), and the cylindrical surface of the supporting cylinder (3) is abutted with the cylindrical surface of the supporting column (22);
the number and the supporting position of the supporting cylinders (3) are adjusted based on the field requirements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321405346.0U CN220113575U (en) | 2023-06-02 | 2023-06-02 | Combined plastic mould box concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321405346.0U CN220113575U (en) | 2023-06-02 | 2023-06-02 | Combined plastic mould box concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220113575U true CN220113575U (en) | 2023-12-01 |
Family
ID=88917009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321405346.0U Active CN220113575U (en) | 2023-06-02 | 2023-06-02 | Combined plastic mould box concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220113575U (en) |
-
2023
- 2023-06-02 CN CN202321405346.0U patent/CN220113575U/en active Active
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