CN204212302U - A kind of hollowcore slab light pipe float Structure - Google Patents
A kind of hollowcore slab light pipe float Structure Download PDFInfo
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- CN204212302U CN204212302U CN201420630919.4U CN201420630919U CN204212302U CN 204212302 U CN204212302 U CN 204212302U CN 201420630919 U CN201420630919 U CN 201420630919U CN 204212302 U CN204212302 U CN 204212302U
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- hollow slab
- hollowcore slab
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- light pipe
- lower steel
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Abstract
本实用新型公开了一种空心板轻质管抗浮结构,包括从下至上依次设置的模板支撑系统、空心板模板、空心板下层钢筋、轻质管和空心板上层钢筋,所述轻质管的两端分别设有固定格栅,所述固定格栅采用绑丝固定在所述空心板下层钢筋上,在多个抗浮位置点处所述空心板下层钢筋、所述固定格栅和所述空心板模板采用铅丝绑扎在所述模板支撑系统上;在多个位置点处所述空心板下层钢筋和所述空心板上层钢筋采用拉钩连接。本实用新型将空心管的固定格栅、空心板下层钢筋和空心板模板采用铅丝绑扎在模板支撑系统上,节省材料,施工方便,能够提高施工效率;将空心板下层钢筋和空心板上层钢筋采用拉钩连接,能够提高抗浮效果。
The utility model discloses an anti-floating structure of a hollow slab light tube, which comprises a formwork support system, a hollow slab formwork, a hollow slab lower steel bar, a lightweight tube and a hollow slab upper steel bar arranged sequentially from bottom to top. The two ends of each are respectively provided with fixed grids, and the fixed grids are fixed on the lower steel bars of the hollow slab with binding wires, and the lower steel bars of the hollow slabs, the fixed grids and the The hollow slab template is bound on the template support system with lead wires; the lower steel bars of the hollow slab and the upper steel bars of the hollow slab are connected by pull hooks at multiple points. The utility model binds the fixed grid of the hollow tube, the lower steel bar of the hollow slab and the hollow slab formwork on the formwork support system with lead wires, saves materials, is convenient for construction, and can improve construction efficiency; the lower steel bar of the hollow slab and the upper steel bar of the hollow slab are used The hook connection can improve the anti-floating effect.
Description
技术领域technical field
本实用新型涉及一种建筑施工结构,特别是一种用于空心板轻质管抗浮的结构。The utility model relates to a building construction structure, in particular to an anti-floating structure for a hollow plate light pipe.
背景技术Background technique
在建筑领域,随着大跨度混凝土结构的日益增多,越来越多的楼板采用现浇砼空心楼板技术。在施工现浇砼空心楼板时,需要对轻质管进行抗浮处置。目前,空心板轻质管的抗浮一般是靠铅丝固定。抗浮控制点的具体做法通常为:待轻质管及空心板上下层钢筋安装完毕,在与空心板肋梁对应的位置上,将铅丝一端从模板上预先打好的孔中向下穿出,与模板的支撑系统绑牢后将铅丝端头从孔中向上穿回来,将铅丝的两个端头在抗浮控制点处拧紧固定。采用此结构,施工不便,费时费力,效率较低,抗浮效果一般。In the field of construction, with the increasing number of long-span concrete structures, more and more floor slabs adopt the technology of cast-in-place concrete hollow slabs. When constructing cast-in-place concrete hollow slabs, it is necessary to carry out anti-floating treatment for lightweight pipes. At present, the anti-floating of hollow plate lightweight pipes is generally fixed by lead wires. The specific method of anti-floating control points is usually: after the light pipe and the upper and lower steel bars of the hollow slab are installed, at the position corresponding to the rib beam of the hollow slab, one end of the lead wire is passed downward through the pre-punched hole on the formwork , after being tied firmly with the support system of the formwork, the end of the lead wire is passed back through the hole upwards, and the two ends of the lead wire are tightened and fixed at the anti-floating control point. With this structure, the construction is inconvenient, time-consuming and labor-intensive, the efficiency is low, and the anti-floating effect is general.
实用新型内容Utility model content
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施工方便、抗浮效果好的空心板轻质管抗浮结构。The utility model provides an anti-floating structure of a hollow plate light pipe with convenient construction and good anti-floating effect in order to solve the technical problems existing in the known technology.
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:一种空心板轻质管抗浮结构,包括从下至上依次设置的模板支撑系统、空心板模板、空心板下层钢筋、轻质管和空心板上层钢筋,所述轻质管的两端分别设有固定格栅,所述固定格栅采用绑丝固定在所述空心板下层钢筋上,在多个抗浮位置点处所述空心板下层钢筋、所述固定格栅和所述空心板模板采用铅丝绑扎在所述模板支撑系统上;在多个位置点处所述空心板下层钢筋和所述空心板上层钢筋采用拉钩连接。The technical solution adopted by the utility model to solve the technical problems existing in the known technology is: a hollow slab lightweight pipe anti-floating structure, including formwork support system, hollow slab formwork, hollow slab lower steel bars, The lightweight tube and the steel bars on the upper layer of the hollow slab, the two ends of the light tube are respectively provided with fixed grids, and the fixed grids are fixed on the lower steel bars of the hollow slab with binding wires, at multiple anti-floating points The lower steel bars of the hollow slab, the fixed grid and the hollow slab formwork are bound on the formwork support system with lead wires; connect.
在与每一平米空心板对应的范围内设有至少一个抗浮位置点,在每个所述抗浮位置点处设有一根所述铅丝。At least one anti-floating point is provided within a range corresponding to each square meter of the hollow plate, and one lead wire is provided at each anti-floating point.
所有所述抗浮位置点按梅花形布置。All the anti-floating points are arranged in a quincunx shape.
本实用新型具有的优点和积极效果是:将空心管的固定格栅、空心板下层钢筋和空心板模板采用铅丝绑扎在模板支撑系统上,节省材料,施工方便,能够提高施工效率;将空心板下层钢筋和空心板上层钢筋采用拉钩连接,能够提高抗浮效果,并且能够准确地控制板厚的尺寸公差和形状公差。综上所述,本实用新型施工简便,能够保证施工质量。The utility model has the advantages and positive effects: the fixed grid of the hollow tube, the lower steel bar of the hollow slab and the hollow slab formwork are bound on the formwork support system with lead wires, which saves materials, is convenient for construction, and can improve construction efficiency; the hollow slab The lower steel bars and the upper steel bars of the hollow slab are connected by drag hooks, which can improve the anti-floating effect, and can accurately control the dimensional tolerance and shape tolerance of the plate thickness. In summary, the utility model is easy to construct and can guarantee the construction quality.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图中:1、固定格栅;2、拉钩;3、铅丝;4、支撑钢管;5、木方龙骨;6、空心板模板;7、;8、轻质管;9、空心板下层钢筋;10、空心板上层钢筋。In the figure: 1. Fixed grid; 2. Pull hook; 3. Lead wire; 4. Supporting steel pipe; 5. Wooden square keel; 6. Hollow plate formwork; 7.; 10. The steel bars on the upper layer of the hollow slab.
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1,一种空心板轻质管抗浮结构,包括从下至上依次设置的模板支撑系统、空心板模板6、空心板下层钢筋9、轻质管8和空心板上层钢筋10,所述轻质管8的两端分别设有固定格栅1,所述固定格栅1采用绑丝固定在所述空心板下层钢筋9上,在多个抗浮位置点处所述空心板下层钢筋9、所述固定格栅1和所述空心板模板6采用铅丝3绑扎在所述模板支撑系统上;在多个位置点处所述空心板下层钢筋9和所述空心板上层钢筋10采用拉钩2连接。Please refer to Fig. 1, a hollow slab lightweight tube anti-floating structure, including a formwork support system, a hollow slab template 6, a hollow slab lower reinforcement 9, a lightweight tube 8 and a hollow slab upper reinforcement 10 arranged sequentially from bottom to top. The two ends of the light pipe 8 are respectively provided with fixed grids 1, and the fixed grids 1 are fixed on the lower steel bars 9 of the hollow slab by using binding wires. 9. The fixed grid 1 and the hollow slab formwork 6 are bound on the formwork support system with lead wires 3; the lower steel bars 9 of the hollow slab and the upper steel bars 10 of the hollow slab are drawn hooks at multiple points 2 connections.
在本实施例中,在与每一平米空心板对应的范围内设有至少一个抗浮位置点,在每个所述抗浮位置点处设有一根所述铅丝3。所述抗浮位置点的设置不受空心板肋梁位置的限制,施工更加方便。通常,所有所述抗浮位置点按梅花形布置。In this embodiment, at least one anti-floating point is provided within a range corresponding to each square meter of the hollow plate, and one lead wire 3 is provided at each anti-floating point. The setting of the anti-floating point is not limited by the position of the rib beam of the hollow slab, and the construction is more convenient. Usually, all the anti-floating points are arranged in a quincunx shape.
在本实施例中,与现有技术相同,上述模板支撑系统包括固定的支撑钢管4和由其支撑的木方龙骨5,空心板模板6由木方龙骨5支撑,在空心板模板6与空心板下层钢筋9之间设有垫块7。In the present embodiment, the same as the prior art, the above-mentioned formwork support system includes a fixed support steel pipe 4 and a wooden square keel 5 supported by it, and the hollow plate formwork 6 is supported by the wooden square keel 5. Between the hollow plate formwork 6 and the hollow Pads 7 are arranged between the steel bars 9 of the lower slab.
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 |
|---|---|---|---|
| CN201420630919.4U CN204212302U (en) | 2014-10-28 | 2014-10-28 | A kind of hollowcore slab light pipe float Structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420630919.4U CN204212302U (en) | 2014-10-28 | 2014-10-28 | A kind of hollowcore slab light pipe float Structure |
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| Publication Number | Publication Date |
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| CN204212302U true CN204212302U (en) | 2015-03-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420630919.4U Expired - Fee Related CN204212302U (en) | 2014-10-28 | 2014-10-28 | A kind of hollowcore slab light pipe float Structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265868A (en) * | 2016-12-30 | 2018-07-10 | 北京市第五建筑工程集团有限公司 | The construction method of light pipe combination block cast-in-place hollow slab |
| CN112692986A (en) * | 2021-01-14 | 2021-04-23 | 宝业西伟德混凝土预制件(合肥)有限公司 | Method for preventing filler material in light partition board from floating upwards |
-
2014
- 2014-10-28 CN CN201420630919.4U patent/CN204212302U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265868A (en) * | 2016-12-30 | 2018-07-10 | 北京市第五建筑工程集团有限公司 | The construction method of light pipe combination block cast-in-place hollow slab |
| CN112692986A (en) * | 2021-01-14 | 2021-04-23 | 宝业西伟德混凝土预制件(合肥)有限公司 | Method for preventing filler material in light partition board from floating upwards |
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| 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: 20150318 Termination date: 20201028 |
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| CF01 | Termination of patent right due to non-payment of annual fee |