CN203846679U - Tie bar of embedded sleeve of infilled wall - Google Patents
Tie bar of embedded sleeve of infilled wall Download PDFInfo
- Publication number
- CN203846679U CN203846679U CN201420261188.0U CN201420261188U CN203846679U CN 203846679 U CN203846679 U CN 203846679U CN 201420261188 U CN201420261188 U CN 201420261188U CN 203846679 U CN203846679 U CN 203846679U
- Authority
- CN
- China
- Prior art keywords
- bar body
- sleeves
- reinforcing bar
- infilled wall
- frame column
- 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 - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a tie bar of an embedded sleeve of an infilled wall. The tie bar comprises a steel bar body and sleeves, wherein the steel bar body is arranged in a frame column cast in a template; the sleeves are in threaded connection with the steel bar body. The tie bar is characterized in that the two ends of the steel bar body are respectively provided with threads and are respectively connected with the two sleeves by threads; the two ends of the two sleeves are respectively connected with a stopper for preventing concrete mortar from flowing into the sleeves by threads. The tie bar also comprises connecting bars for connecting the adjacent infilled walls after the frame column is cast and formed; the connecting bars are in threaded connection with the sleeves connected to one side of each stopper. The tie bar disclosed by the utility model has the advantages that the manufacture is simple, the strength is high, the construction is convenient, the economic effect and the quality effect are obvious, the concrete structure is not damaged, the quality is stable and reliable and the promotion and application values are good.
Description
Technical field
The utility model relates to a kind of embedded sleeve barrel tension rib, relates in particular to a kind of infilled wall embedded sleeve barrel tension rib in building construction process.
Background technology
The reasonable setting of tension rib between frame column and infilled wall, can effectively strengthen the overall security of building.At present, the method to set up of tension rib mainly contains two kinds: the one, and bar planting method, reaches after requirement of strength wait the concrete column of having built, and in the relevant position of post, burrows, and behind clear hole, injects chemical adhesive, and reinforcing bar is implanted in rotation; The 2nd, the pre-buried method of part, is about to part tension rib and ties up on frame column reinforcing bar by design length, at framed column template inwall place 90-degree bent, in order to reserved welding.Concreting is complete dismantles after template, and frame column is chiseled, and exposes crooked tension rib, then welds with remainder reinforcing bar.But all there are many deficiencies in these two kinds of construction methods: method one, technical requirements is higher, need professional construction troop to complete, and chemical anchoring agent fragility is larger, cannot meet the requirement of bearing tension.Method two, has destroyed the planarization of frame column side, and need welded reinforcement and welding contact surface little, tension rib insufficient strength.
Summary of the invention
The deficiency existing for prior art, technical problem to be solved in the utility model is, provides a kind of makings simple, and intensity is high, and easy construction guarantees the planarization of frame column side, the infilled wall embedded sleeve barrel tension rib of raising anti-seismic performance.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of infilled wall embedded sleeve barrel tension rib, comprise the reinforcing bar body of being located in the frame column pouring in template and the sleeve being threaded with described reinforcing bar body, it is characterized in that: the two ends of described reinforcing bar body are respectively arranged with screw thread, two ends at reinforcing bar body are connected with respectively two sleeves by screw thread, the two ends of described two sleeves are threaded connection respectively and prevent that concrete mortar from flowing into the stopper in sleeve, also comprise after frame column moulding by casting for connecting the dowel of adjacent infilled wall, described dowel connects with the bush whorl that is connected stopper one side.
Above-mentioned infilled wall embedded sleeve barrel tension rib, the length of described reinforcing bar body is less than the sectional dimension of frame column.
Above-mentioned infilled wall embedded sleeve barrel tension rib, the diameter of described dowel is identical with the diameter of the reinforcing bar body of TBE (threaded both ends).
Above-mentioned infilled wall embedded sleeve barrel tension rib, described stopper is comprised of plastics or quality of rubber materials.
The advantage of a kind of infilled wall embedded sleeve barrel of the utility model tension rib is: make simply, intensity is high, easy construction, and economic effect and mass effect are obvious, do not damage concrete structure, steady quality and reliably have good application value.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is that the utility model is located at the use state diagram in frame column;
Fig. 3 is the structural representation that the utility model connects infilled wall.
The specific embodiment
Below in conjunction with drawings and the specific embodiments, the utility model is described in further details.
As shown in Figure 1, 2, 3, a kind of infilled wall embedded sleeve barrel tension rib, comprises the reinforcing bar body 3 of being located in the frame column 2 pouring in template 1 and the sleeve 4 being threaded with described reinforcing bar body 3, and the length of reinforcing bar body 3 is less than the sectional dimension of frame column 2.The two ends of described reinforcing bar body 3 are respectively arranged with screw thread, two ends at reinforcing bar body 3 are connected with respectively two sleeves 4 by screw thread, the two ends of described two sleeves 4 are threaded connection respectively and prevent that concrete mortar from flowing into the stopper 5 in sleeve 4, stopper 5 is plastics or quality of rubber materials, size matches with sleeve 4, also comprise after frame column 2 moulding by casting for connecting the dowel 6 of adjacent infilled wall, the TOE of dowel 6, described dowel 6 is threaded with the sleeve 4 that is connected stopper 5 one sides, the size model of sleeve 4 and reinforcing bar body 3 and dowel 6 sizes match, the diameter that is the diameter of dowel 6 and the reinforcing bar body 3 of TBE (threaded both ends) is identical.
Mounting method:
First, just sleeve 4 is installed to the two ends of the reinforcing bar body 3 of TBE (threaded both ends), go deep into sleeve 4 half, and by stopper 5 jam-packs for two ends, to prevent that mortar from flowing in sleeve 4.The entire length that installs the reinforcing bar body 3 of sleeve 4, stopper 5 should equate with the sectional dimension of frame column 2.Position by drawing fixes tension rib colligation, and it two is corrected on the inwall that withstands on template 1, plays the effect of support shuttering 1.Concreting, stripping 1.Take out the stopper 5 in sleeve 4, the dowel 6 of access TOE, completes the setting of infilled wall tie bar, makes it to form reliable drawknot with concrete structure.。
Certainly, above-mentioned explanation is not to restriction of the present utility model, and the utility model is also 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 (4)
1. an infilled wall embedded sleeve barrel tension rib, comprise the reinforcing bar body of being located in the frame column pouring in template and the sleeve being threaded with described reinforcing bar body, it is characterized in that: the two ends of described reinforcing bar body are respectively arranged with screw thread, two ends at reinforcing bar body are connected with respectively two sleeves by screw thread, the two ends of described two sleeves are threaded connection respectively and prevent that concrete mortar from flowing into the stopper in sleeve, also comprise after frame column moulding by casting for connecting the dowel of adjacent infilled wall, described dowel and the bush whorl that is connected stopper one side connect.
2. infilled wall embedded sleeve barrel tension rib claimed in claim 1, is characterized in that: the length of described reinforcing bar body is less than the sectional dimension of frame column.
3. infilled wall embedded sleeve barrel tension rib claimed in claim 2, is characterized in that: the diameter of described dowel is identical with the diameter of the reinforcing bar body of TBE (threaded both ends).
4. infilled wall embedded sleeve barrel tension rib claimed in claim 3, is characterized in that: described stopper is comprised of plastics or quality of rubber materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261188.0U CN203846679U (en) | 2014-05-22 | 2014-05-22 | Tie bar of embedded sleeve of infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261188.0U CN203846679U (en) | 2014-05-22 | 2014-05-22 | Tie bar of embedded sleeve of infilled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203846679U true CN203846679U (en) | 2014-09-24 |
Family
ID=51559714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420261188.0U Expired - Fee Related CN203846679U (en) | 2014-05-22 | 2014-05-22 | Tie bar of embedded sleeve of infilled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203846679U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545168A (en) * | 2015-09-17 | 2017-03-29 | 中国二十冶集团有限公司 | Infilled wall tie bar connection construction method |
| CN110939207A (en) * | 2018-09-25 | 2020-03-31 | 阳程（佛山）科技有限公司 | Embedded nut piece, preparation method thereof and concrete member containing embedded nut hole |
-
2014
- 2014-05-22 CN CN201420261188.0U patent/CN203846679U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545168A (en) * | 2015-09-17 | 2017-03-29 | 中国二十冶集团有限公司 | Infilled wall tie bar connection construction method |
| CN110939207A (en) * | 2018-09-25 | 2020-03-31 | 阳程（佛山）科技有限公司 | Embedded nut piece, preparation method thereof and concrete member containing embedded nut hole |
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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: 20140924 Termination date: 20180522 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |