CN202491293U - Prefabricated beam slab template structure - Google Patents
Prefabricated beam slab template structure Download PDFInfo
- Publication number
- CN202491293U CN202491293U CN2012201200622U CN201220120062U CN202491293U CN 202491293 U CN202491293 U CN 202491293U CN 2012201200622 U CN2012201200622 U CN 2012201200622U CN 201220120062 U CN201220120062 U CN 201220120062U CN 202491293 U CN202491293 U CN 202491293U
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- CN
- China
- Prior art keywords
- channel
- section steel
- beam slab
- prefabricated beam
- template
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Abstract
The utility model discloses a prefabricated beam slab template structure for building construction. The prefabricated beam slab template structure has the characteristic of preventing the deformation of an upright post. The prefabricated beam slab template structure comprises a template and a steel channel upright post fixedly connected with the template. A reinforcement structure is arranged in an inner channel of the steel channel upright post. Due to the arrangement of the reinforcement structure, the stress strength of the steel channel upright post can be strengthened, the deformation of the steel channel upright post under stress can be prevented, influence on a construction progress can be avoided, and safety in a construction process can also be ensured. The utility model is particularly suitable for popularization and application to the prefabricated beam slab template structure.
Description
Technical field
The utility model relates to a kind of formwork structure, is specifically related to the precast beam formwork structure in a kind of construction.
Background technology
At present, the column that the precast beam formwork structure generally comprises template and is fixedly connected with template, column generally adopt channel-section steel to make formation.In work progress in the past, adopt self-control suspender or steel wire loop usually on template.Install, remove simply, but, cause the column distortion easily, thereby influence project progress because the precast beam template is generally heavier.
The utility model content
The utility model technical problem to be solved provides a kind of precast beam formwork structure that prevents the column distortion.
The utility model solves the technical scheme that its technical problem adopted: the precast beam formwork structure, the channel-section steel column that comprises template and be fixedly connected with template is provided with the reinforcement structure in the inside groove of channel-section steel column.
As optimized technical scheme, said reinforcement structure be plugged in the channel-section steel column inside groove and with the suitable channel-section steel of channel-section steel column inside groove.
The beneficial effect of the utility model is: owing to strengthen the setting of structure; Can increase the force intensity that receives of channel-section steel column; Prevent that the channel-section steel column is stressed and produce distortion; Can guarantee that construction speed is unaffected, also guarantee the security in the work progress, be particluarly suitable for applying on the precast beam formwork structure.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Be labeled as among the figure: template 1, channel-section steel column 2, reinforcement structure 3.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
As shown in Figure 1, the precast beam formwork structure of the utility model comprises template 1 and the channel-section steel column 2 that is fixedly connected with template 1, in the inside groove of channel-section steel column 2, is provided with to strengthen structure 3.During work, suspender directly passes column 2 and carries out lifting construction, in this process; Owing to strengthen the setting of structure 3, can increase the force intensity that receives of channel-section steel column 2, prevent that channel-section steel column 2 is stressed and produce distortion; Can guarantee that construction speed is unaffected, also guarantee the security in the work progress.
In the above-described embodiment, said reinforcement structure 3 can be many poles in channel-section steel column 2 inside grooves, as preferred mode, said reinforcement structure 3 for be plugged in channel-section steel column 2 inside grooves and with the suitable channel-section steel of channel-section steel column 2 inside grooves.Promptly channel-section steel of suit again in channel-section steel has selection advantage easily.
Claims (2)
1. the precast beam formwork structure comprises template (1) and the channel-section steel column (2) that is fixedly connected with template (1), it is characterized in that: in the inside groove of channel-section steel column (2), be provided with and strengthen structure (3).
2. precast beam formwork structure as claimed in claim 1 is characterized in that: said reinforcement structure (3) for be plugged in channel-section steel column (2) inside groove and with the suitable channel-section steel of channel-section steel column (2) inside groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201200622U CN202491293U (en) | 2012-03-27 | 2012-03-27 | Prefabricated beam slab template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201200622U CN202491293U (en) | 2012-03-27 | 2012-03-27 | Prefabricated beam slab template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202491293U true CN202491293U (en) | 2012-10-17 |
Family
ID=46997532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201200622U Expired - Lifetime CN202491293U (en) | 2012-03-27 | 2012-03-27 | Prefabricated beam slab template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202491293U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104690812A (en) * | 2013-12-10 | 2015-06-10 | 任丘市永基建筑安装工程有限公司 | Ductile cast iron template |
-
2012
- 2012-03-27 CN CN2012201200622U patent/CN202491293U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104690812A (en) * | 2013-12-10 | 2015-06-10 | 任丘市永基建筑安装工程有限公司 | Ductile cast iron template |
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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: 20121017 |