CN202031183U - Intermittent reinforcing band structure for floor - Google Patents
Intermittent reinforcing band structure for floor Download PDFInfo
- Publication number
- CN202031183U CN202031183U CN2010207014430U CN201020701443U CN202031183U CN 202031183 U CN202031183 U CN 202031183U CN 2010207014430 U CN2010207014430 U CN 2010207014430U CN 201020701443 U CN201020701443 U CN 201020701443U CN 202031183 U CN202031183 U CN 202031183U
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- reinforcing band
- expansion rate
- concrete
- groove
- band structure
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- Expired - Fee Related
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Abstract
The utility model provides an intermittent reinforcing band structure for a floor, wherein a high expansion rate concrete reinforcing band is arranged between the low expansion rate concrete on both sides; the intermittent reinforcing band structure is characterized in that a quickly and easily closing net and a groove are formed on the joint of the low expansion rate concrete and the high expansion rate concrete reinforcing band on one side; a rubber water bar is embedded into the groove; and reinforcing ribs are arranged in the low expansion rate concrete and the high expansion rate concrete reinforcing band. Compared with the traditional post-cast strip technology, the intermittent reinforcing band structure has the technical and economical effects of obviously shortening the time limit for project, reducing the cost, ensuring the construction quality and the like; moreover, the structure is simple in structure, the operation is simple and convenient, the use effect is good and the construction quality is stable; and the labor intensity is reduced, and the working time is saved.
Description
Technical field
The utility model relates to the cast-in-place concrete structure field of engineering technology, is specifically related to a kind of floor batch (-type) reinforcing band structure that replaces using in the conventional concrete structure design ater-casting.
Background technology
In the Overlong Concrete Structure design, the general shrinkage crack problem that adopts the method that the ater-casting is set every a determining deviation to solve Overlong Concrete Structure, but this kind method general requirements is treated could seal the ater-casting after main structure construction finished one month, be unfavorable for the system engineering duration, and the post-processed of ater-casting is more loaded down with trivial details, time-consuming, and quality problems such as the bad seepage that is very easy to cause this position of constuction joint interface processing and crack.
Summary of the invention
At the deficiency that prior art exists, technical problem to be solved in the utility model is, a kind of floor batch (-type) reinforcing band structure is provided, and the reduction of erection time reasonable in design, simple in structure, easy and simple to handle, remarkable, when guaranteeing workmanship, reducings the construction costs.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of floor batch (-type) reinforcing band structure, high expansion rate concrete reinforcing band is set between the low thermal expansion concrete of both sides, on the seam of the low thermal expansion concrete of a side and high expansion rate concrete reinforcing band, fast easy-to-closing net and groove are set, groove is embedded in the rubber sealing rod, in described low thermal expansion concrete and the high expansion rate concrete reinforcing band reinforcing rib is set all.
Above-mentioned floor batch (-type) reinforcing band structure, its low thermal expansion concrete with the seam crossing of high expansion rate concrete reinforcing band, the middle part formation groove that caves inward.
Above-mentioned floor batch (-type) reinforcing band structure, its rubber sealing rod embeds in groove, and and groove between leave the space.
Floor batch (-type) reinforcing band structure of the present utility model has following advantage and beneficial effect: the utility model is compared with traditional ater-casting technology, has the duration of significantly improving, reduce cost, guarantee techno-economic effect such as workmanship and, simple in structure, easy and simple to handle, result of use is good, workmanship is stable; Reduce labour intensity, save man-hour.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
The specific embodiment
Below in conjunction with drawings and the specific embodiments the utility model is described in further details;
The floor batch (-type) reinforcing band structure of present embodiment is provided with high expansion rate concrete reinforcing band 2 between the low thermal expansion concrete 1 of a side.Fast easy-to-closing net 3 is set on the seam of low thermal expansion concrete 1 and high expansion rate concrete reinforcing band 2 replaces traditional template, and groove 4 is reserved in the formation that caves inward in the middle part of seam, groove 4 is embedded in rubber sealing rod 5, leave the space between rubber sealing rod 5 and the groove 4, be provided with the reinforcing rib 6 of firm three's overall construction intensity in low thermal expansion concrete 1 and high expansion rate concrete reinforcing band 2, reinforcing rib 6 adopts the reinforcing bar that runs through.。During construction, build both sides low thermal expansion concrete 1 earlier, treat both sides low thermal expansion concrete 1 build finished 7-14 days after, build high expansion rate concrete reinforcing band 2 again.
Certainly, above-mentioned explanation is not to be to restriction of the present utility model, and the utility model also is not limited to above-mentioned giving an example; those skilled in the art; in essential scope of the present utility model, the variation of making, remodeling, interpolation or replacement all should belong to protection domain of the present utility model.
Claims (3)
1. floor batch (-type) reinforcing band structure, high expansion rate concrete reinforcing band is set between the low thermal expansion concrete of both sides, it is characterized in that: on the seam of the low thermal expansion concrete of a side and high expansion rate concrete reinforcing band, fast easy-to-closing net and groove are set, groove is embedded in the rubber sealing rod, in described low thermal expansion concrete and the high expansion rate concrete reinforcing band reinforcing rib is set all.
2. floor batch (-type) reinforcing band structure according to claim 1 is characterized in that: described low thermal expansion concrete with the seam crossing of high expansion rate concrete reinforcing band, the middle part formation groove that caves inward.
3. floor batch (-type) reinforcing band structure according to claim 2 is characterized in that: described rubber sealing rod embeds in the groove, and and groove between leave the space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010207014430U CN202031183U (en) | 2010-12-31 | 2010-12-31 | Intermittent reinforcing band structure for floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010207014430U CN202031183U (en) | 2010-12-31 | 2010-12-31 | Intermittent reinforcing band structure for floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202031183U true CN202031183U (en) | 2011-11-09 |
Family
ID=44893485
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010207014430U Expired - Fee Related CN202031183U (en) | 2010-12-31 | 2010-12-31 | Intermittent reinforcing band structure for floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202031183U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132641A (en) * | 2011-11-29 | 2013-06-05 | 蒋云 | Prefabricate building block used for assembling wall of well |
| CN111962877A (en) * | 2020-08-11 | 2020-11-20 | 北京崇建工程有限公司 | Device and method for constructing concrete expansion reinforcing belt |
-
2010
- 2010-12-31 CN CN2010207014430U patent/CN202031183U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132641A (en) * | 2011-11-29 | 2013-06-05 | 蒋云 | Prefabricate building block used for assembling wall of well |
| CN111962877A (en) * | 2020-08-11 | 2020-11-20 | 北京崇建工程有限公司 | Device and method for constructing concrete expansion reinforcing belt |
| CN111962877B (en) * | 2020-08-11 | 2021-11-16 | 北京崇建工程有限公司 | Device and method for constructing concrete expansion reinforcing belt |
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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: 20111109 Termination date: 20171231 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |