CN206917261U - A kind of shaped steel tie - Google Patents
A kind of shaped steel tie Download PDFInfo
- Publication number
- CN206917261U CN206917261U CN201720714849.4U CN201720714849U CN206917261U CN 206917261 U CN206917261 U CN 206917261U CN 201720714849 U CN201720714849 U CN 201720714849U CN 206917261 U CN206917261 U CN 206917261U
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- steel tie
- tie
- reinforcing bar
- hole
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of shaped steel tie, including shaped steel tie, shaped steel tie is used to fix column template, and shaped steel tie is located at the outside of column template, and shaped steel tie both ends are provided with hole and reinforcing bar supports, and reinforcing bar stays at the top of hole, is fixedly connected between shaped steel tie.The end of shaped steel tie is additionally provided with corner reinforcing bar support, and hole is several.Shaped steel tie itself rigidity of the present utility model is big, so safety coefficient is very high, punch position is designed, realize the operability of irregular section post, the mutual conversion of shaped steel tie, waste of material is avoided, and progressively normalizing can lower difficulty of construction so as to cost-effective to size；Reinforced in weak location, improve the rigidity of shaped steel tie, avoid damaging, the rigidity of tie is bigger, and the deflection deformation of template is smaller during concrete formation, and the safety factor of site operation is also higher.
Description
Technical field
It the utility model is related to a kind of shaped steel tie.
Background technology
With the development of building trade, country advocates high quality and high efficiency construction.When column cross-section size is larger, and it is strength type
Steel column, if in steel column middle punch or reserved screw mandrel, quantity is more, and difficulty of construction is big.
It is mostly reinforced concrete column in engineering, and the sectional dimension of post is larger, reinforcing bar is closeer, exceeds well over routine, is sent out through simple computation
Existing, conventional hardened system is difficult to bear this section beam-column, need to consider new reinforcement measure, it is contemplated that due to reinforcing bar when pouring
Post and thick close reinforcing bar are larger to the blocking effect of concrete, and template is influenceed than generally bigger by vibrating, so as to
Easily cause quality problems.
Above deficiency, it is to be improved.
The content of the invention
In order to overcome the shortcomings of existing technology, the utility model provides a kind of shaped steel tie.
Technical solutions of the utility model are as described below：
A kind of shaped steel tie, it is characterised in that including shaped steel tie, the shaped steel tie is used to fix column template, described
Shaped steel tie is located at the outside of the column template, and the shaped steel tie both ends are provided with hole and reinforcing bar supports, and the reinforcing bar stays at
The top of described hole, it is fixedly connected between the shaped steel tie.
Preferably, described hole is on the two side of the shaped steel tie.
Preferably, the reinforcing bar is stayed between the two side of the shaped steel tie.
Preferably, the end of the shaped steel tie is additionally provided with corner reinforcing bar support.
Preferably, the shaped steel tie spells U-type groove steel to be single.
Preferably, described hole is several.
Preferably, connected between the shaped steel tie by double nut.
Preferably, connected between the shaped steel tie by two-pad.
According to the utility model of such scheme, its advantage is, shaped steel tie itself rigidity of the present utility model
Greatly, so safety coefficient is very high, punch position is designed, realizes the operability of irregular section post, steel column
The mutual conversion of hoop, avoids waste of material, realizes green theory, and progressively normalizing can lower difficulty of construction so as to save to size
About cost；Reinforced in weak location, improve the rigidity of shaped steel tie, avoid damaging, the rigidity of tie is bigger, concrete
The deflection deformation of template is smaller in forming process, and the safety factor of site operation is also higher.Shaped steel tie has stronger
The ability of various environment is adapted to, very high requirement can be met, easy for construction, the high level, Super High in futuristic design are more next
More, column section is increasing, under the higher and higher overall situation of difficulty of construction, it is contemplated that the application of following steel column hoop will be got over
Come more frequent and universal.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is column section schematic diagram of the present utility model.
Fig. 3 is hole schematic diagram of the present utility model.
Fig. 4 is schematic cross-section of the present utility model.
In figure, 1, shaped steel tie；2nd, hole；3rd, reinforcing bar supports；4th, corner reinforcing bar supports.
Embodiment
Below in conjunction with the accompanying drawings and the utility model is further described embodiment：
As shown in Figures 1 to 4, a kind of shaped steel tie, including shaped steel tie 1, shaped steel tie 1 are used to fix column template, shaped steel
Tie 1 is located at the outside of column template, and the both ends of shaped steel tie 1 are provided with hole 2 and reinforcing bar support 3, and reinforcing bar support 3 is located at the top of hole 2,
It is fixedly connected between shaped steel tie 1.
In the present embodiment, shaped steel tie 1 spells U-type groove steel to be single.
Hole 2 is on the two side of shaped steel tie 1, and hole 2 is circular, a diameter of 20mm of hole 2.If hole 2 is
Dry, increased hole 2 or irregular section post is operable after considering to convert in advance in the Deepen Design stage, to avoid repeatedly
Processing, therefore it is provided with several holes 2.
Reinforcing bar support 3 is between the two side of shaped steel tie 1, and reinforcing bar support 3 is cylinder, a diameter of 18mm of cylinder,
Reinforcing bar supports 3 pairs of weak parts and reinforced, and the rigidity of reinforced steel tie, avoids damaging.
The end of shaped steel tie is additionally provided with corner reinforcing bar support 4, when the positional distance end of hole 2 is nearer, increases corner steel
The support of muscle support 4.
Connected between shaped steel tie by double nut or two-pad, ensured effective performance of shaped steel tie rigidity.
Shaped steel tie itself rigidity of the present utility model is big, so safety coefficient is very high, punch position is designed,
The operability of irregular section post is realized, the mutual conversion of shaped steel tie, waste of material is avoided, realizes green reason
Read, and progressively normalizing can lower difficulty of construction so as to cost-effective to size；Reinforced in weak location, improve shaped steel tie
Rigidity, avoid damaging, the rigidity of tie is bigger, and the deflection deformation of template is smaller during concrete formation, site operation
Safety factor is also higher.The ability for the stronger various environment of adaptation that shaped steel tie has, can meet very high requirement,
Easy for construction, the high level, Super High in futuristic design are more and more, and column section is increasing, and difficulty of construction is higher and higher big
Under environment, it is contemplated that the application of following steel column hoop will be more and more frequently and universal.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted,
And all these modifications and variations should all belong to the protection domain of the appended claims for the utility model.
Exemplary description is carried out to the utility model patent above in conjunction with accompanying drawing, it is clear that the reality of the utility model patent
Now be not subject to the restrictions described above, if employ the utility model patent methodology and technical scheme carry out it is various
Improve, or it is not improved the design of the utility model patent and technical scheme are directly applied into other occasions, in this reality
With in new protection domain.
Claims (8)
1. a kind of shaped steel tie, it is characterised in that including shaped steel tie, the shaped steel tie is used to fix column template, the type
Steel column hoop is located at the outside of the column template, and the shaped steel tie both ends are provided with hole and reinforcing bar supports, and the reinforcing bar stays at institute
The top of hole is stated, is fixedly connected between the shaped steel tie.
2. shaped steel tie according to claim 1, it is characterised in that described hole is located at the two side of the shaped steel tie
On.
3. shaped steel tie according to claim 1, it is characterised in that the reinforcing bar stays at the both sides of the shaped steel tie
Between wall.
4. shaped steel tie according to claim 1, it is characterised in that the end of the shaped steel tie is additionally provided with corner reinforcing bar
Support.
5. shaped steel tie according to claim 1, it is characterised in that the shaped steel tie spells U-type groove steel to be single.
6. shaped steel tie according to claim 1, it is characterised in that described hole is several.
7. shaped steel tie according to claim 1, it is characterised in that connected between the shaped steel tie by double nut.
8. shaped steel tie according to claim 1, it is characterised in that connected between the shaped steel tie by two-pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720714849.4U CN206917261U (en) | 2017-06-20 | 2017-06-20 | A kind of shaped steel tie |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720714849.4U CN206917261U (en) | 2017-06-20 | 2017-06-20 | A kind of shaped steel tie |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206917261U true CN206917261U (en) | 2018-01-23 |
Family
ID=61322011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720714849.4U Active CN206917261U (en) | 2017-06-20 | 2017-06-20 | A kind of shaped steel tie |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206917261U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680934A (en) * | 2018-12-29 | 2019-04-26 | 上海建工集团股份有限公司 | Tie, column hoop device and its construction method |
-
2017
- 2017-06-20 CN CN201720714849.4U patent/CN206917261U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680934A (en) * | 2018-12-29 | 2019-04-26 | 上海建工集团股份有限公司 | Tie, column hoop device and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206205192U (en) | A kind of precast floor slab building | |
| CN201671226U (en) | Expanded flanged cross-shaped steel SRC column | |
| CN107558610A (en) | Square set justifies Concrete-filled Double Skin Steel Tube Columns and steel beam connecting joint and construction method | |
| CN103526881A (en) | Combined steel rib-embedded concrete-filled steel tube column with irregularly-shaped section | |
| CN105239676A (en) | Reinforcement structure for frame beam column joint and construction method thereof | |
| CN101298789B (en) | Hollow interlayer steel tube concrete column and girder steel semi-penetrate core node | |
| CN206917261U (en) | A kind of shaped steel tie | |
| CN207063523U (en) | A kind of bracing means of steel reinforced concrete structure side template | |
| CN205637333U (en) | Shallow formula steel core concrete column column base structure that buries | |
| CN205063181U (en) | Steel tube concrete laminated column | |
| CN103334427A (en) | Irregularly-shaped prefabricated high-strength concrete thin-wall steel pipe pile (TSC) | |
| CN102477799A (en) | Masonry structure integrity reinforcing method | |
| CN204715540U (en) | A kind of round steel pipe binding type steel concrete column and steel beam joint structure | |
| CN204715539U (en) | A kind of round steel pipe binding type steel concrete column and reinforced concrete beam node structure | |
| CN203939240U (en) | A kind of for post or the fixing single-ended mantle fiber split bolt of shear wall formwork | |
| CN207348259U (en) | A kind of concrete filled steel tube and hollow steel bar combined concrete shear wall | |
| CN105297895A (en) | Compound steel pipe concrete column-steel beam semi-through haunch type node | |
| CN202202314U (en) | Die plate corner locating device | |
| CN106480998A (en) | A kind of region constrained concrete shear wall and preparation method thereof | |
| CN206903060U (en) | The concrete composite beam of strap end portion shaped steel | |
| CN207193949U (en) | A kind of pile for prestressed pipe of convenient construction | |
| CN104746871B (en) | A kind of steel form truss structure of swallow-tail form large-sized concrete pier stud | |
| CN105040828A (en) | Round steel pipe constraint steel-concrete column and steel beam joint structure | |
| CN205153150U (en) | Frame beam column node reinforced structure | |
| CN204715538U (en) | A kind of round steel pipe binding type steel concrete column and steel beam joint structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |