CN205617651U - Precast concrete board - Google Patents
Precast concrete board Download PDFInfo
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- CN205617651U CN205617651U CN201620110652.5U CN201620110652U CN205617651U CN 205617651 U CN205617651 U CN 205617651U CN 201620110652 U CN201620110652 U CN 201620110652U CN 205617651 U CN205617651 U CN 205617651U
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Abstract
Description
技术领域 technical field
本实用新型涉及混凝土预制板技术领域。 The utility model relates to the technical field of concrete prefabricated panels.
背景技术 Background technique
钢筋混凝土板，用钢筋混凝土材料制成的板，是房屋建筑和各种工程结构中的基本结构或构件，常用作屋盖、楼盖、平台、墙、挡土墙、基础、地坪、路面、水池等，应用范围极广。中国专利200810066986.7提出了一种预制混凝土板，采用混凝土包裹板内钢筋结构，由于混凝土的硬度和强度限制，此种预制混凝土板的刚度和承载力不高。 Reinforced concrete slabs, slabs made of reinforced concrete materials, are basic structures or components in building construction and various engineering structures, and are often used as roofs, floors, platforms, walls, retaining walls, foundations, floors, and pavements , pools, etc., a wide range of applications. Chinese patent 200810066986.7 proposes a prefabricated concrete slab, which uses concrete to wrap steel bars inside the slab. Due to the limitation of the hardness and strength of concrete, the rigidity and bearing capacity of this prefabricated concrete slab are not high.
实用新型内容 Utility model content
本实用新型要解决的技术问题是针对上述现有技术的不足，提供一种预制混凝土板，提高了混凝土板的刚度，其承载力也有所增加。 The technical problem to be solved by the utility model is to provide a prefabricated concrete slab to improve the rigidity of the concrete slab and increase its bearing capacity against the above-mentioned deficiencies in the prior art.
为解决上述技术问题，本实用新型所采取的技术方案是： In order to solve the problems of the technologies described above, the technical solution adopted by the utility model is:
提供一种预制混凝土板，包括钢筋混凝土预制板状主体,所述板状主体的四边均设有C型钢包边，所述C型钢和所述板状主体内的钢筋端部焊接相连。 Provided is a prefabricated concrete slab, comprising a reinforced concrete prefabricated plate-shaped main body, the four sides of the plate-shaped main body are provided with C-shaped steel edging, and the C-shaped steel is welded and connected to the end of the steel bar in the plate-shaped main body.
进一步地，所述C型钢的表面焊接有吊耳，便于吊装作业。 Further, lifting lugs are welded on the surface of the C-shaped steel, which is convenient for hoisting.
进一步地，所述吊耳设置在所述板状主体两个相对的侧面，位置中心对称。 Further, the lifting lugs are arranged on two opposite sides of the plate-shaped main body, and the positions are symmetrical about the center.
优化地，所述钢筋混凝土预制板状主体为轻质钢筋混凝土预制板状主体。 Optimally, the reinforced concrete prefabricated slab body is a lightweight reinforced concrete prefabricated slab body.
优化地，所述轻质钢筋混凝土预制板状主体为陶粒钢筋混凝土预制板状主体。 Optimally, the lightweight reinforced concrete prefabricated slab body is a ceramsite reinforced concrete prefabricated slab body.
采用上述技术方案所产生的有益效果在于：本实用新型采用C型钢包边的轻质钢筋混凝土预制板，减轻了质量，提高了预制混凝土板的刚度，其承载力也有所增加。 The beneficial effects produced by adopting the above-mentioned technical solution are: the utility model adopts the lightweight reinforced concrete prefabricated slab with C-shaped steel edging, which reduces the weight, improves the rigidity of the prefabricated concrete slab, and its bearing capacity also increases.
附图说明 Description of drawings
图1是本实用新型一个实施例的结构示意图。 Fig. 1 is a schematic structural view of an embodiment of the utility model.
具体实施方式 detailed description
下面结合图1具体实施方式对本实用新型作进一步详细的说明，但本实用新型的保护范围不局限于以下所述。 The utility model will be further described in detail below in conjunction with the specific embodiment of FIG. 1 , but the protection scope of the utility model is not limited to the following description.
如图1所示，为本实用新型一种预制混凝土板的一个实施例。 As shown in Figure 1, it is an embodiment of a prefabricated concrete slab of the present invention.
一种预制混凝土板，包括钢筋混凝土预制板状主体,所述板状主体的四边均设有C型钢包边，所述C型钢和所述板状主体内的钢筋端部焊接相连。 A prefabricated concrete slab, comprising a reinforced concrete prefabricated plate-shaped main body, the four sides of the plate-shaped main body are all provided with C-shaped steel edging, and the C-shaped steel is welded and connected to the end of the steel bar in the plate-shaped main body.
进一步地，所述C型钢的表面焊接有吊耳，便于吊装作业。 Further, lifting lugs are welded on the surface of the C-shaped steel, which is convenient for hoisting.
进一步地，所述吊耳设置在所述板状主体两个相对的侧面，位置中心对称。 Further, the lifting lugs are arranged on two opposite sides of the plate-shaped main body, and the positions are symmetrical about the center.
优化地，所述钢筋混凝土预制板状主体为轻质钢筋混凝土预制板状主体。 Optimally, the reinforced concrete prefabricated slab body is a lightweight reinforced concrete prefabricated slab body.
优化地，所述轻质钢筋混凝土预制板状主体为陶粒钢筋混凝土预制板状主体。 Optimally, the lightweight reinforced concrete prefabricated slab body is a ceramsite reinforced concrete prefabricated slab body.
本实施例主要用于钢结构房屋的屋面板，吊装作业时，挂钩钩住吊耳，将预制混凝土板吊起置于合适位置安装。 This embodiment is mainly used for the roof panels of steel structure houses. During hoisting operations, the hooks hook the lifting lugs, and the prefabricated concrete panels are hoisted and placed in a suitable position for installation.
采用上述技术方案后，减轻了预制混凝土板的质量，提高了预制混凝土板的刚度，其承载力也有所增加。 After adopting the above technical scheme, the quality of the prefabricated concrete slab is reduced, the rigidity of the prefabricated concrete slab is improved, and its bearing capacity is also increased.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620110652.5U CN205617651U (en) | 2016-02-04 | 2016-02-04 | Precast concrete board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620110652.5U CN205617651U (en) | 2016-02-04 | 2016-02-04 | Precast concrete board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617651U true CN205617651U (en) | 2016-10-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620110652.5U Expired - Lifetime CN205617651U (en) | 2016-02-04 | 2016-02-04 | Precast concrete board |
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| Country | Link |
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| CN (1) | CN205617651U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499103A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | Prefabricated assembled interlock steel sheet light floor |
| CN106499104A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | Assembled light floor |
| CN106522436A (en) * | 2016-12-22 | 2017-03-22 | 中冶京诚工程技术有限公司 | Prefabricated assembled light floor |
| CN115058968A (en) * | 2022-07-11 | 2022-09-16 | 四川省公路规划勘察设计研究院有限公司 | a bridge deck structure |
-
2016
- 2016-02-04 CN CN201620110652.5U patent/CN205617651U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499103A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | Prefabricated assembled interlock steel sheet light floor |
| CN106499104A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | Assembled light floor |
| CN106522436A (en) * | 2016-12-22 | 2017-03-22 | 中冶京诚工程技术有限公司 | Prefabricated assembled light floor |
| CN115058968A (en) * | 2022-07-11 | 2022-09-16 | 四川省公路规划勘察设计研究院有限公司 | a bridge deck structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20161005 |