CN202577599U - Anchor structure of tie bar - Google Patents
Anchor structure of tie bar Download PDFInfo
- Publication number
- CN202577599U CN202577599U CN 201220235168 CN201220235168U CN202577599U CN 202577599 U CN202577599 U CN 202577599U CN 201220235168 CN201220235168 CN 201220235168 CN 201220235168 U CN201220235168 U CN 201220235168U CN 202577599 U CN202577599 U CN 202577599U
- Authority
- CN
- China
- Prior art keywords
- tie bar
- flat iron
- tension rib
- welded
- bar
- 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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Abstract
The utility model discloses an anchor structure of a tie bar. The anchor structure of the tie bar comprise the tie bar, a connecting reinforcing bar and flat iron, wherein the connecting reinforcing bar is connected with the flat iron and the flat iron is connected with the tie bar; the connecting reinforcing bar is welded on the back surface of the flat iron and the tie bar is welded on the front surface of the flat iron; the connecting reinforcing bar and the tie bar are round reinforcing bars with a diameter being 6.5mm and the size of the flat iron is 40*40*8mm; and the tie bar is perpendicularly welded on the front surface of the flat iron. The flat iron which is welded in advance is bound on a structural main reinforcing bar and is used as an anchor foundation for the tie bar, and the tie bar is directly welded on the flat iron after the structure is completely poured. The anchor structure of the tie bar has the advantages that the structure is firm, the operation is simple to conduct, the process is simple, the construction is convenient to conduct and the consumption of templates is decreased; not only can the construction quality of the tie bar be guaranteed, but also the exterior quality of a concrete structure is guaranteed; and the labor intensity is reduced, the labor is saved and the construction speed is accelerated.
Description
Technical field
The utility model relates to a kind of anchor structure of tension rib.
Background technology
In the building construction process, pre-buried tension rib is the one procedure of a not only important but also trouble on cast-in-place concrete structure.Method of operating is improper, is easy to stay hidden danger of quality.For guaranteeing the pre-buried position and the requirement of quantity compliant of tension rib, conventional way is following:
(1) hole on the template, it is pre-buried to carry out tension rib: by the requirement of design reinforcement location, on template, hole in advance, tension rib passes template and anchors into concrete structure.The shortcoming of this method is that the template loss is bigger, and the form removable difficulty is big, and work efficiency is low.
(2) structure is carried out the secondary bar planting after accomplishing: behind the concrete structure construction, structurally hole before the wall construction and carry out the secondary bar planting.The shortcoming of this method is that the bar planting amount is bigger, and dust cleaning thoroughly or cementing agent quality can not guarantee the time can not cause anchored force not reach designing requirement in the boring.Can stay hidden danger of quality;
Summary of the invention
The technical problem that the utility model will solve has provided a kind of anchor structure of tension rib.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of anchor structure of tension rib comprises tension rib, connecting reinforcement and band iron; Connecting reinforcement is connected with band iron, and band iron is connected with tension rib.
As preferably, connecting reinforcement is welded on the back side of band iron, and tension rib is welded on the front of band iron.
Preferred as further, connecting reinforcement is the circular reinforcing bar of diameter 6.5mm, and tension rib is the circular reinforcing bar of diameter 6.5mm, and band iron is of a size of 40 * 40 * 8mm.
Preferred as further, the positive vertical welding of tension rib and band steel.
The beneficial effect of the utility model:
The band iron of the welding of colligation in advance directly is welded on tension rib on the band iron after structure cast fully as the anchor foundation of tension rib on the structure main reinforcement.Its sound construction, processing ease, technology is simple, and easy construction has reduced the consumption of template; Both guarantee the construction quality of tension rib, guaranteed the presentation quality of concrete structure again; Alleviate labour intensity, practiced thrift manual work, and accelerated speed of application.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation.
Fig. 1 is connecting reinforcement and the band iron syndeton sketch map of the anchor structure embodiment of a kind of tension rib of the utility model.
Fig. 2 is band iron and the tension rib syndeton sketch map of the anchor structure embodiment of a kind of tension rib of the utility model.
Among the figure, 1-connecting reinforcement, 2-band iron, 3-tension rib, 4-weld seam, 5-weld seam.
The specific embodiment
A kind of anchor structure of tension rib is made up of tension rib 3, connecting reinforcement 1 and band iron 2.
Connecting reinforcement 1 and tension rib 3 are all the circular reinforcing bar of diameter 6.5mm, and band iron is of a size of 40 * 40 * 8mm.
In Fig. 1, connecting reinforcement 1 is welded on the back side of band iron 2, and weld seam 4 is positioned at the both sides of connecting reinforcement.
In Fig. 2, the root of tension rib 3 curves the right angle, is welded on the front of band iron 2, and weld seam 5 is positioned at the both sides of tension rib root, and guarantees that tension rib 3 is vertical each other with the front of band iron 2.
Specific practice is following:
1, before the structure reinforcing bars colligation, for making things convenient for the secure fixation of band steel, the band iron 2 with 40 * 40 * 8mm is welded on the connecting reinforcement 1 of φ 6.5 earlier, and the spacing of band steel should satisfy thick or 500 height (satisfying the masonry code requirement) of 10 skin bricks;
2, treat that structure stirrup (or horizontal bar) colligation is good after, according to after the body axis position of building a wall, the connecting reinforcement 1 firm colligation that two assembly weldings are had band steel is on stirrup (or horizontal bar).For ease of finding band steel fast, do marked on the band steel surface with red paint before the envelope mould after the form removal;
3, after stay in place formwork is removed, can see the position of band iron,, before the wall construction tension rib is welded on the band steel, and guarantee that tension rib is vertical with the band steel plane with hand hammer knock-off band steel surface water mud gently.
Above-described the utility model embodiment does not constitute the qualification to the utility model protection domain.The modification of being done within any spirit and principle at the utility model, be equal to replacement and improvement etc., all should be included within the claim protection domain of the utility model.
Claims (4)
1. the anchor structure of a tension rib comprises tension rib, it is characterized in that: also comprise connecting reinforcement and band iron; Said connecting reinforcement is connected with band iron, and said band iron is connected with tension rib.
2. the anchor structure of tension rib according to claim 1, it is characterized in that: said connecting reinforcement is welded on the back side of band iron, and said tension rib is welded on the front of band iron.
3. the anchor structure of tension rib according to claim 1, it is characterized in that: said connecting reinforcement is the circular reinforcing bar of diameter 6.5mm, and said tension rib is the circular reinforcing bar of diameter 6.5mm, and said band iron is of a size of 40 * 40 * 8mm.
4. the anchor structure of tension rib according to claim 1 is characterized in that: the positive vertical welding of said tension rib and band steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220235168 CN202577599U (en) | 2012-05-22 | 2012-05-22 | Anchor structure of tie bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220235168 CN202577599U (en) | 2012-05-22 | 2012-05-22 | Anchor structure of tie bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202577599U true CN202577599U (en) | 2012-12-05 |
Family
ID=47247027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220235168 Expired - Fee Related CN202577599U (en) | 2012-05-22 | 2012-05-22 | Anchor structure of tie bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202577599U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452306A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Tool type template for embedding a tie bar of wall body by adopting anchoring method |
| CN109306740A (en) * | 2017-07-27 | 2019-02-05 | 五冶集团上海有限公司 | A kind of installation method of embedded iron parts |
| CN109736543A (en) * | 2019-02-25 | 2019-05-10 | 美好建筑装配科技有限公司 | The prefabricated molding of overlapped shear wall |
-
2012
- 2012-05-22 CN CN 201220235168 patent/CN202577599U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452306A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Tool type template for embedding a tie bar of wall body by adopting anchoring method |
| CN109306740A (en) * | 2017-07-27 | 2019-02-05 | 五冶集团上海有限公司 | A kind of installation method of embedded iron parts |
| CN109736543A (en) * | 2019-02-25 | 2019-05-10 | 美好建筑装配科技有限公司 | The prefabricated molding of overlapped shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121205 Termination date: 20140522 |