CN206655486U - A kind of elongated steel column temporary fixing structure - Google Patents
A kind of elongated steel column temporary fixing structure Download PDFInfo
- Publication number
- CN206655486U CN206655486U CN201720324969.3U CN201720324969U CN206655486U CN 206655486 U CN206655486 U CN 206655486U CN 201720324969 U CN201720324969 U CN 201720324969U CN 206655486 U CN206655486 U CN 206655486U
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- CN
- China
- Prior art keywords
- steel column
- elongated steel
- elongated
- fixing structure
- temporary fixing
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Abstract
A kind of elongated steel column temporary fixing structure is the utility model is related to, belongs to building basic technology field, which solves that elongated steel column is yielding and the problems such as poor is stablized in installation.The utility model includes the crossbeam and vertical beam of some square crossings connection, the elongated steel column parallel with vertical beam is arranged between vertical beam, some plating procedure platforms are surrounded by along elongated steel column short transverse and around elongated steel column, plating procedure platform is by the vertical beam support around elongated steel column surrounding, plating procedure platform includes stull I arranged in a crossed manner, cable rope is provided with the top of elongated steel column, cable rope passes through earth anchorage, support is tight by throwing in the middle part of elongated steel column, and the bottom of elongated steel column is fixed by the foundation bolt being embedded in concrete cushion.The utility model sets interim fixed support and plating procedure platform in elongated steel column peripheral branch, and whole elongated steel column is disposably lifted, simple in construction, reduces engineering cost, and easy construction, work efficiency are high.
Description
Technical field
A kind of elongated steel column temporary fixing structure is the utility model is related to, belongs to building basic technology field.
Background technology
Steel reinforced concrete structure is the flush type combining structure using steel column as skeleton reinforced concrete enveloped, in this knot
In structure, steel sections form entirety with reinforced concrete enveloped part, and cooperation undertakes load, has steel construction concurrently and reinforcing bar mixes
The advantages of Xtah Crude Clay structure, therefore steel reinforced concrete structure largely uses in engineering construction, and steel column be difficult point in construction with
Emphasis, for steel reinforced concrete structure because its structure section is small, anti-seismic performance is good, and is widely used in steel reinforced concrete structure.
Due to leptosomatic steel column transport and installation process in it is yielding, and stability is poor, therefore the construction of elongated steel column needs
Want interim fixed support structure could intact construction.
Utility model content
The purpose of this utility model is to overcome drawbacks described above present in elongated steel column installation process, it is proposed that a kind of
Elongated steel column temporary fixing structure, interim fixed support and plating procedure platform is set in elongated steel column peripheral branch, by whole
Elongated steel column disposably lifts, and sets cable rope at the top of elongated steel column, by using the whole installation of elongated steel column, subtracts
The number of segmentation installation and the workload of welding are lacked, easy construction, work efficiency are high, can accelerate speed of application, ensure construction quality
And safety.
The utility model is realized using following technical scheme：Crossbeam including some square crossings connection and perpendicular
Beam, the elongated steel column parallel with vertical beam are arranged between vertical beam, along elongated steel column short transverse and surround elongated steel column
Some plating procedure platforms are surrounded by, plating procedure platform is by the vertical beam support around elongated steel column surrounding, plating procedure
Platform includes stull I arranged in a crossed manner, is provided with cable rope at the top of elongated steel column, cable rope passes through earth anchorage, slender type
Support is tight by throwing in the middle part of steel column, and the bottom of elongated steel column is fixed by the foundation bolt being embedded in concrete cushion.
Preferably, bridging is provided between two adjacent vertical beams of elongated steel column and two adjacent beams.
Preferably, bridging is arranged at intervals.
Preferably, two pairs of cable ropes are provided with the top of elongated steel column, each pair cable rope is symmetricly set on slender type
Steel column both sides.
Preferably, elongated steel column throws support support at least through a pair, and each pair throws support and is symmetricly set on elongated shaped steel
Post both sides, each pair are thrown and are fixedly connected with stull II among support.
Preferably, throwing support supports the strong point of elongated steel column to be highly at least the 1/2 of elongated steel column height.
Preferably, crossbeam and vertical beam include thin with elongated steel column by reinforcing bar colligation bean column node, bean column node
Sleeve, the prick post reinforcing bar with sleeve connection welded on long steel column web.
Preferably, bean column node also include be arranged on the outside of elongated steel column around post reinforcing bar and stirrup, prick post steel
Muscle and it is connected around post reinforcing bar with stirrup.
Preferably, elongated steel column uses cross, H types or hollow.
The beneficial effects of the utility model are：A kind of elongated steel column temporary fixing structure described in the utility model, knot
Structure is simple, and interim fixed support and plating procedure platform is set in elongated steel column peripheral branch, and whole elongated steel column is disposable
Lifting, and cable rope is set at the top of elongated steel column, by using the whole installation of elongated steel column, reduce time of segmentation installation
Number and the workload of welding, the workload and resource consumption at the scene of reducing, engineering cost is reduced, easy construction, work efficiency are high, and protect
Demonstrate,prove construction quality and safety.
Brief description of the drawings
Fig. 1 is one of structural representation of the present utility model.
Fig. 2 is the two of structural representation of the present utility model.
Fig. 3 is the structural representation of this reinforcing bar colligation bean column node.
In figure：1st, cable rope；2nd, elongated steel column；3rd, plating procedure platform；4th, crossbeam；5th, vertical beam；6th, bridging；7th, throw
Support；8th, stull I；9th, stull II；10th, cushion block；11st, earth anchor；12nd, stirrup；13rd, sleeve；14th, prick post reinforcing bar；15th, around post reinforcing bar.
Embodiment
It is below in conjunction with the accompanying drawings and specific real to make the purpose of this utility model, technical scheme and advantage clearer, clear
Example, to the utility model proposes a kind of elongated steel column temporary fixing structure be further described.It should be appreciated that this place
The specific embodiment of description is only used for explaining the utility model, is not used to limit the utility model.
A kind of elongated steel column temporary fixing structure described in the utility model, as shown in Figure 1 to Figure 3, including it is some vertical
The crossbeam 4 and vertical beam 5 of straight interconnection, vertical beam 5 have cushion block 10.The elongated steel column 2 parallel with vertical beam 5 is arranged on vertical beam
Between 5, some plating procedure platforms 3, bed board behaviour are surrounded by along the elongated short transverse of steel column 2 and around elongated steel column 2
Make platform 3 by being supported around the vertical beam 5 of the elongated surrounding of steel column 2, plating procedure platform 3 includes stull I 8 arranged in a crossed manner, carefully
The long top of steel column 2 is provided with two pairs of cable ropes 1, and each pair cable rope 1 is symmetricly set on the elongated both sides of steel column 2, and cable rope 1 is logical
Cross earth anchor 11 to fix, elongated steel column 2, which is thrown at least through two Duis, supports 7 supports, and each pair throws support 7 and is symmetricly set on elongated steel column 2
Both sides, each pair are thrown and are fixedly connected with stull II 9 among support 7, and the bottom of elongated steel column 2 is by being embedded in concrete cushion
Foundation bolt is fixed.Crossbeam 4 and vertical beam 5 include slender type with elongated steel column 2 by reinforcing bar colligation bean column node, bean column node
The sleeve 13 welded on the web of steel column 2, the prick post reinforcing bar 14 being connected with sleeve 13, sleeve 13 avoid the perforate on web, beam
Column border node also include being arranged on the outside of elongated steel column 2 around post reinforcing bar 15 and stirrup 12, prick post reinforcing bar 14 and around post reinforcing bar 15
Be connected with stirrup 12, stirrup 12 can be inserted in from the elongated capital of steel column 2, or by stirrup 12 opening be inserted in it is rear re-closed.
Bridging 6 is provided between the two adjacent adjacent beams 4 of vertical beam 5 and two of elongated steel column 2 to strengthen stability,
Bridging 6 is arranged at intervals.
The strong point for throwing the elongated steel column 2 of the support of support 7 is highly at least the 1/2 of the elongated height of steel column 2, it is preferable that branch
Support point is highly the 1/2 of the elongated height of steel column 2, and the middle part of elongated steel column 2 is held out against by throwing support 7.
The utility model around elongated steel column 2 by installing temporary fixing structure and plating procedure platform 3, by whole
Elongated disposable lifting, and cable rope 1 is set to install elongated steel column 2, the preferential choosing of steel column lifting at the elongated top of steel column 2
With tower crane or other hoisting machineries, in order to prevent the elongated shaft of steel column 2 from deforming, elongated steel column 2 should be according to calculating when lifting by crane
Hang using 2 points or a bit.When being hung using binding, rubber or chock etc. should be padded at suspension centre, also can push up to set in elongated steel column 2 and hang
Ear or the bolt hole using the elongated end of steel column 2, are lifted using Special rigging.
Because steel reinforced concrete structure can reduce structure section, improving the anti-seismic performance of structure, application is increasingly extensive, and
The utility model can accelerate the speed of application of elongated steel column 2, reduce cost, improve quality, reduce scene workload and
Resource consumption, therefore with preferably society and environmental benefit.Elongated steel column 2 processing and fabricating in the factory, reduces elongated
On-site consolidation, docking and the lifting time of steel column 2, speed of application can be accelerated, reduce engineering cost.It is soft with Qingdao City Shinan District
Exemplified by the second stage of the project of part garden, the Wan ㎡ of project occupation of land area about 10, overall floorage is 123391 ㎡, is divided into A, B, C, D, E five
Balcony, frame structure, the elongated steel column 2 of seismic behavior level Four, wherein AB seats 66 altogether, 38, Building A, 28, Building B.Cross AB
Seat has a man-made lake, and elongated steel column 2 focuses primarily upon in the section lake region of lake region 41,26, lake region side.Elongated steel column 2 is ten
Font, its basis use two kinds of forms of natural single column foundation and pile foundation, slender type are fixedly mounted temporarily by using utility model
Steel column 2, the construction period of 20 days is shortened, reduce by 20,000 yuan of cost.
Certainly, the above is only specific embodiment of the present utility model, it is impossible to is considered as being used to limit to this practicality
New protection domain.The utility model is also not limited to the example above, and those skilled in the art are in this reality
With equivalent change and improvement made in new essential scope etc., all should belong in covering scope of the present utility model.
Claims (9)
- A kind of 1. elongated steel column temporary fixing structure, it is characterised in that：Including some square crossings connection crossbeam (4) and erect Beam (5), the elongated steel column (2) parallel with vertical beam (5) are arranged between vertical beam (5), along elongated steel column (2) short transverse and Some plating procedure platforms (3) are surrounded by around elongated steel column (2), plating procedure platform (3) is by around elongated steel column (2) vertical beam (5) support of surrounding, plating procedure platform (3) include stull I (8) arranged in a crossed manner, elongated steel column (2) top Cable rope (1) is provided with, cable rope (1) is fixed by earth anchor (11), is held out against in the middle part of elongated steel column (2) by throwing support (7), carefully The bottom of long steel column (2) is fixed by the foundation bolt being embedded in concrete cushion.
- A kind of 2. elongated steel column temporary fixing structure according to claim 1, it is characterised in that：Around elongated steel column (2) bridging (6) is provided between two adjacent vertical beams (5) and two adjacent beams (4).
- A kind of 3. elongated steel column temporary fixing structure according to claim 2, it is characterised in that：Bridging (6) is spaced Set.
- A kind of 4. elongated steel column temporary fixing structure according to claim 1, it is characterised in that：Elongated steel column (2) Top is provided with two pairs of cable ropes (1), and each pair cable rope (1) is symmetricly set on elongated steel column (2) both sides.
- A kind of 5. elongated steel column temporary fixing structure according to claim 1, it is characterised in that：Elongated steel column (2) Thrown at least through a pair and support (7) support, each pair throws support (7) and is symmetricly set on elongated steel column (2) both sides, and each pair is thrown in support (7) Between be fixedly connected with stull II (9).
- A kind of 6. elongated steel column temporary fixing structure according to claim 1, it is characterised in that：It is thin to throw support (7) support The strong point of long steel column (2) is highly at least the 1/2 of elongated steel column (2) height.
- A kind of 7. elongated steel column temporary fixing structure according to claim 1, it is characterised in that：Crossbeam (4) and vertical beam (5) include what is welded on elongated steel column (2) web by reinforcing bar colligation bean column node, bean column node with elongated steel column (2) Sleeve (13), the prick post reinforcing bar (14) being connected with sleeve (13).
- A kind of 8. elongated steel column temporary fixing structure according to claim 7, it is characterised in that：Bean column node also includes It is arranged on around post reinforcing bar (15) and stirrup (12), prick post reinforcing bar (14) and equal around post reinforcing bar (15) on the outside of elongated steel column (2) It is connected with stirrup (12).
- A kind of 9. elongated steel column temporary fixing structure according to claim 1, it is characterised in that：Elongated steel column (2) Using cross, H types or hollow.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720324969.3U CN206655486U (en) | 2017-03-30 | 2017-03-30 | A kind of elongated steel column temporary fixing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720324969.3U CN206655486U (en) | 2017-03-30 | 2017-03-30 | A kind of elongated steel column temporary fixing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655486U true CN206655486U (en) | 2017-11-21 |
Family
ID=60316431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720324969.3U Expired - Fee Related CN206655486U (en) | 2017-03-30 | 2017-03-30 | A kind of elongated steel column temporary fixing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206655486U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374234A (en) * | 2019-07-19 | 2019-10-25 | 杭州三丰装配式建筑科技有限公司 | A kind of the cavity node structure and construction method of assembled wall and building frame |
-
2017
- 2017-03-30 CN CN201720324969.3U patent/CN206655486U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374234A (en) * | 2019-07-19 | 2019-10-25 | 杭州三丰装配式建筑科技有限公司 | A kind of the cavity node structure and construction method of assembled wall and building frame |
| CN110374234B (en) * | 2019-07-19 | 2024-04-09 | 杭州三丰装配式建筑科技有限公司 | Cavity node structure of assembled wall body and building frame and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171121 Termination date: 20180330 |
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| CF01 | Termination of patent right due to non-payment of annual fee |