CN201891215U - Stable floor slab reinforced support - Google Patents
Stable floor slab reinforced support Download PDFInfo
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- CN201891215U CN201891215U CN2010206005237U CN201020600523U CN201891215U CN 201891215 U CN201891215 U CN 201891215U CN 2010206005237 U CN2010206005237 U CN 2010206005237U CN 201020600523 U CN201020600523 U CN 201020600523U CN 201891215 U CN201891215 U CN 201891215U
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Abstract
本实用新型公开了一种稳定的楼板钢筋支架,包括支撑上层楼板钢筋的顶面部、被下层楼板钢筋支撑的底脚部和连接所述支撑顶面部和底脚部的铅垂颈部,所述支撑顶面部是由倾斜设置的n形钢筋形成的,所述n形钢筋的封闭端为自由端;所述铅垂颈部是由所述n形钢筋的开口端向下弯曲延伸形成的;所述底脚部是由所述铅垂颈部向远离所述支撑顶面部的水平方向弯曲延伸形成的。本实用新型支撑牢固、稳定性好,能承受各种施工活动荷载,能够使楼板上下层钢筋的间距得以保证;并且本实用新型结构简单,容易制造,方便使用,能够产生较好的社会和经济效益。
The utility model discloses a stable floor steel bar support, which comprises a top surface supporting the upper floor steel bars, a bottom foot supported by the lower floor steel bars, and a vertical neck connecting the supporting top surface and the bottom foot. The supporting top surface is formed by obliquely arranged n-shaped steel bars, the closed end of the n-shaped steel bar is a free end; the plumb neck is formed by bending and extending the open end of the n-shaped steel bars downward; The bottom foot is formed by bending and extending the vertical neck in a horizontal direction away from the supporting top surface. The utility model has firm support and good stability, can bear various construction activity loads, and can ensure the spacing between the upper and lower steel bars on the floor; and the utility model has a simple structure, is easy to manufacture, is convenient to use, and can produce better social and economic benefits. benefit.
Description
技术领域technical field
本实用新型涉及一种建筑钢筋支架,特别涉及一种稳定的楼板钢筋支架。The utility model relates to a building steel bar support, in particular to a stable floor steel bar support.
背景技术Background technique
马凳作为钢筋混凝土楼板施工过程中的措施钢筋是必不可少的,从技术和经济角度来说有时也是举足轻重的。它的形状象凳子故俗称马凳,也称撑筋。用于上下两层楼板钢筋中间,起固定上层板钢筋的作用。目前,建筑业施工人员在支撑板面上层钢筋时,大部分使用工地现场制作的简单马凳,请参见图4,其使用过程中,存在稳定性差、钢筋易触及模板、在浇筑混凝土拆模后易生锈等缺点。施工人员为保证施工质量,采用焊接等措施增加其稳定性,这样浪费了大量人力,物力;当不采用焊接时,简单马凳很容易从底层钢筋上滑落,从而失去马凳的作用。随着社会的发展以及建筑市场的激烈竞争,在节约与更好的降低施工成本方面要求更高。传统的简单钢筋马凳支撑牢固性较差、稳定性差,不能满足施工荷载的要求。The horse stool is indispensable as a measure in the construction process of reinforced concrete slabs, and sometimes it is also very important from a technical and economic point of view. It is shaped like a stool, so it is commonly called a horse stool, also known as a brace. It is used in the middle of the steel bars of the upper and lower floors, and plays the role of fixing the steel bars of the upper floor. At present, construction workers in the construction industry mostly use simple horse stools made on the construction site when supporting the upper reinforcement on the slab. Easy to rust and other shortcomings. In order to ensure the construction quality, the construction personnel adopted measures such as welding to increase its stability, which wasted a lot of manpower and material resources; when no welding was used, the simple horse stool could easily slip off the bottom steel bar, thus losing the function of the horse stool. With the development of society and the fierce competition in the construction market, the requirements for saving and better reducing construction costs are higher. The traditional simple reinforced horse stool supports are poor in firmness and stability, and cannot meet the requirements of construction loads.
发明内容Contents of the invention
本实用新型为解决公知技术中存在的技术问题而提供一种稳定的楼板钢筋支架,其支撑牢固,稳定性好,能够使楼板上下层钢筋的间距得以保证。The utility model provides a stable floor steel bar support for solving the technical problems in the known technology. The support is firm and stable, and the distance between the upper and lower steel bars on the floor can be guaranteed.
本实用新型为解决公知技术中存在的技术问题所采取的技术方案是:一种稳定的楼板钢筋支架,包括支撑上层楼板钢筋的顶面部、被下层楼板钢筋支撑的底脚部和连接所述支撑顶面部和底脚部的铅垂颈部,所述支撑顶面部是由倾斜设置的n形钢筋形成的,所述n形钢筋的封闭端为自由端;所述铅垂颈部是由所述n形钢筋的开口端向下弯曲延伸形成的;所述底脚部是由所述铅垂颈部向远离所述支撑顶面部的水平方向弯曲延伸形成的。The technical solution adopted by the utility model to solve the technical problems existing in the known technology is: a stable floor steel support, including the top surface supporting the upper floor steel bar, the bottom foot supported by the lower floor steel bar and connecting the support The vertical neck of the top surface and the bottom foot, the support top surface is formed by n-shaped steel bars arranged obliquely, and the closed end of the n-shaped steel bar is a free end; the vertical neck is formed by the The opening end of the n-shaped steel bar is formed by bending and extending downward; the foot part is formed by bending and extending the vertical neck in a horizontal direction away from the supporting top surface.
该支架为一体钢筋折弯结构。The bracket is an integrated steel bar bending structure.
所述支撑顶面部与所述铅垂颈部的夹角为110°~135°。The included angle between the support top surface and the vertical neck is 110°-135°.
本实用新型具有的优点和积极效果是:支撑牢固、稳定性好,能承受各种施工活动荷载,能够使楼板上下层钢筋的间距得以保证;并且本实用新型结构简单,容易制造,方便使用,能够产生较好的社会和经济效益。The utility model has the advantages and positive effects: the support is firm, the stability is good, it can withstand various construction activity loads, and the spacing between the upper and lower steel bars on the floor can be guaranteed; and the utility model is simple in structure, easy to manufacture, and convenient to use. Can produce better social and economic benefits.
附图说明Description of drawings
图1是本实用新型的剖视图;Fig. 1 is a sectional view of the utility model;
图2是本实用新型应用时板内上部钢筋放置的平面示意图;Fig. 2 is a schematic plan view of the placement of the upper reinforcement in the plate when the utility model is applied;
图3是本实用新型应用的断面示意图。Fig. 3 is a schematic cross-sectional view of the application of the utility model.
图中:1、支架,2、顶面部,3、底脚部,4、铅垂颈部,5、下层钢筋,6、上层横向钢筋,7、上层纵向钢筋。In the figure: 1. bracket, 2. top face, 3. bottom foot, 4. vertical neck, 5. lower reinforcement, 6. upper horizontal reinforcement, 7. upper longitudinal reinforcement.
具体实施方式Detailed ways
为能进一步了解本实用新型的发明内容、特点及功效,兹例举以下实施例,并配合附图详细说明如下:In order to further understand the invention content, characteristics and effects of the present utility model, the following examples are given, and detailed descriptions are as follows in conjunction with the accompanying drawings:
请参阅图1,一种稳定的楼板钢筋支架1,包括支撑上层楼板钢筋的顶面部2、被下层楼板钢筋支撑的底脚部3和连接所述支撑顶面部和底脚部的铅垂颈部4,所述支撑顶面部2是由倾斜设置的n形钢筋形成的,所述n形钢筋的封闭端为自由端;所述铅垂颈部4是由所述n形钢筋的开口端向下弯曲延伸形成的;所述底脚部3是由所述铅垂颈部4向远离所述支撑顶面部2的水平方向弯曲延伸形成的。Please refer to Fig. 1, a kind of stable
图1中,L1为底脚部3的长度=150mm,L2为楼板上下层钢筋间距=板厚-2×钢筋保护层厚度-2×钢筋直径,L3为支撑顶面部长度=120mm,L4为底脚部支撑脚间的距离,稍大于钢筋直径,α为支撑顶面部与铅垂颈部的夹角,角度为110°~135°。In Figure 1, L1 is the length of the
本实用新型的实施过程为:The implementation process of the present utility model is:
请参阅图2~图3,在上下层钢筋网片绑扎完毕后,将上述支架1放入,底脚部3放置于下层钢筋5上,并绑扎固定,上层横向钢筋6和上层纵向钢筋7交叉压在支架支撑顶面部2的上面。Please refer to Figures 2 to 3. After the upper and lower layers of steel mesh are bound, put the above-mentioned
尽管上面结合附图对本实用新型的优选实施例进行了描述,但是本实用新型并不局限于上述的具体实施方式,上述的具体实施方式仅仅是示意性的,并不是限制性的,本领域的普通技术人员在本实用新型的启示下,在不脱离本实用新型宗旨和权利要求所保护的范围情况下,还可以做出很多形式,这些均属于本实用新型的保护范围之内。Although the preferred embodiment of the utility model has been described above in conjunction with the accompanying drawings, the utility model is not limited to the above-mentioned specific implementation, and the above-mentioned specific implementation is only illustrative and not restrictive. Under the enlightenment of the utility model, those skilled in the art can also make many forms without departing from the purpose of the utility model and the protection scope of the claims, and these all belong to the protection scope of the utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206005237U CN201891215U (en) | 2010-11-10 | 2010-11-10 | Stable floor slab reinforced support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206005237U CN201891215U (en) | 2010-11-10 | 2010-11-10 | Stable floor slab reinforced support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201891215U true CN201891215U (en) | 2011-07-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206005237U Expired - Fee Related CN201891215U (en) | 2010-11-10 | 2010-11-10 | Stable floor slab reinforced support |
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| CN (1) | CN201891215U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060769A (en) * | 2013-03-21 | 2014-09-24 | 中建四局第三建筑工程有限公司 | Triangular support used for supporting upper reinforcing mesh |
-
2010
- 2010-11-10 CN CN2010206005237U patent/CN201891215U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060769A (en) * | 2013-03-21 | 2014-09-24 | 中建四局第三建筑工程有限公司 | Triangular support used for supporting upper reinforcing mesh |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110706 Termination date: 20151110 |
|
| EXPY | Termination of patent right or utility model |
