CN203546728U - Improved installation fixing device of top-down steel pipe column - Google Patents
Improved installation fixing device of top-down steel pipe column Download PDFInfo
- Publication number
- CN203546728U CN203546728U CN201320667334.5U CN201320667334U CN203546728U CN 203546728 U CN203546728 U CN 203546728U CN 201320667334 U CN201320667334 U CN 201320667334U CN 203546728 U CN203546728 U CN 203546728U
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- China
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- steel pipe
- pipe column
- fixing device
- bracing frame
- contrary
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000009434 installation Methods 0.000 title claims abstract description 7
- 238000010276 construction Methods 0.000 claims abstract description 16
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an improved installation fixing device of a top-down steel pipe column. The improved installation fixing device comprises the top-down steel pipe column and a steel supporting frame, a connecting beam is arranged at the top of the steel supporting frame, the inner end of the connecting beam is connected with the upper end of a guiding column through lug plates, the lower end of the guiding column is connected with the upper end of the top-down steel pipe column through lug plates, and the top-down steel pipe column is transversely and longitudinally adjusted through transverse jacks and longitudinal jacks. According to the improved installation fixing device, the steel pipe column can be directly inserted into a rotary excavated pile foundation, construction of the top-down steel pipe column can be carried out while the pile foundation is constructed, a steel pipe column positioning device can be eliminated, the pile foundation and the steel pipe column are continuously constructed, the construction period is saved, the project manufacturing cost is saved, and the use requirement of a building safe structure and the use requirement of the building design function are met at the same time.
Description
Technical field
the utility model relates to a kind of rear contrary fixing device for installing of making steel pipe column that improves, and belongs to civil engineering device field.
Background technology
development along with Building Trade in China, all kinds of types of construction continue to bring out, the super dark engineering of super large is more and more, in conventional project reverse construction, revolve dig stake and contrary as steel pipe column, be that minute secondary is constructed, wait revolving, dig stake and complete reserved steel pipe locator and need to install and at the bottom of steel pipe column underseal, after steel plate and steel pipe locator, carry out secondary and build fixingly, but the engineering time is longer.This practice causes larger waste, does not meet the thinking that current national energy-saving reduces discharging, therefore prior art scheme is very undesirable.
Summary of the invention
the purpose of this utility model is, providing a kind of both can revolve the direct insertion of steel pipe column to dig in pile foundation, when not only can meet pile foundation construction but also can carry out the contrary fixing device for installing of making steel pipe column after the improvement of construction of contrary sequence method steel pipe column, to solve at present, at contrary way construction pile foundation and steel pipe column, separately construct and cause longer problem of duration, thereby overcome the deficiencies in the prior art.
the technical solution of the utility model:
a kind ofly improve the rear contrary fixing device for installing of making steel pipe column, comprise against making steel pipe column, be wherein provided with steel bracing frame, at steel bracing frame top, be provided with articulated beam, the inner of articulated beam is connected with lead upper end by otic placode, and lead lower end is done steel pipe column upper end and is connected with contrary by otic placode.
contrary work in the fixing device for installing of steel pipe column after above-mentioned improvement, described firm bracing frame is clad steel frame construction at least, wherein just bracing frame lower floor is provided with the horizontal jack that can realize horizontal control.
contrary work in the fixing device for installing of steel pipe column after above-mentioned improvement, is provided with and can realizes vertical jack and the jack support of longitudinally controlling, and vertical jack is supported on articulated beam outer end.
contrary work in the fixing device for installing of steel pipe column after above-mentioned improvement, described articulated beam links together after installation has been located with firm bracing frame upper strata, if articulated beam and just bracing frame upper strata have gap to connect by adding junction plate.
compared with prior art, the utility model is useful in the reverse construction in civil engineering, be particularly suitable for the reverse construction in the super dark engineering of super large, by firm bracing frame, lead and tie-beam in the utility model, can realize and do to contrary that steel pipe column is disposable puts into hole stake, and it is just located and is fixed, then finely tune and adjust the contrary along slope coordinate of making steel pipe column by the contrary steel pipe column coordinate of doing of longitudinal jack pair, laterally jack adjustment is against making steel pipe column verticality.The utility model simple in structure firm, easy to operate, can save the construction period, save construction costs.
Accompanying drawing explanation
fig. 1 is the utility model structural representation;
contrary steel pipe column, 2-steel bracing frame, 3-articulated beam, 4-otic placode, 5-lead, 6-otic placode, the horizontal jack of 7-, the vertical jack of 8-, the support of 9-jack, 10-Prefabricated reinforced concrete cushion cap, 11-clamped beam, 12-reinforcing cage, 13-positioning beam, the 14-pile foundation steel casing done of 1-.
The specific embodiment
below in conjunction with accompanying drawing, the utility model is described in further detail, but not as to any restriction of the present utility model.
a kind ofly improve the rear contrary fixing device for installing of making steel pipe column, comprise contrary do steel pipe column 1 and steel bracing frame 2, at steel bracing frame 1 top, be provided with articulated beam 3, the inner of articulated beam 3 is connected with lead 5 upper ends by otic placode 4, and lead 5 lower ends are done steel pipe column 1 upper end and are connected with contrary by otic placode 6.
wherein just bracing frame 2 is clad steel frame construction, and just bracing frame 2 lower floors are provided with and can realize horizontal jack 7.
wherein be provided with and can realize vertical jack 8 and the jack support 9 of longitudinally controlling, and vertical jack 8 is supported on articulated beam 2 outer ends.
wherein articulated beam 2 links together after installation has been located with firm bracing frame 2 upper stratas, if articulated beam 2 has gap to connect by adding junction plate with firm bracing frame 2 upper stratas.
after described this improvement, the contrary fixing device for installing Specific construction step of making steel pipe column is for as follows:
1, the pile foundation completing in construction around original ground is made Prefabricated reinforced concrete cushion cap, Prefabricated reinforced concrete cushion cap surface is provided with the embedded hole that can be connected with steel bracing frame, wherein, by reinforcing bar or section bar, Prefabricated reinforced concrete cushion cap and ground are coupled together, steel bracing frame is placed on prefabricated cushion cap, and is fixed as one by embedded hole.
2, reinforcing bar cage hoisting is placed on to the bottom, stake hole of having constructed.
3, firm bracing frame is placed on Prefabricated reinforced concrete cushion cap, just the connecting hole under bracing frame is corresponding with embedded hole, and is provided with supporting very heavy nail support and vertical jack.
4, steel pipe column and measure steel pipe column are coupled together by otic placode as an integral body and adopt the ground lifting method that directly tilts to lift by crane, steel pipe column and measure steel pipe column support internal diameter by steel and slowly put into pile foundation.
5, lead connects tie-beam by otic placode, and by crane, lead and the contrary steel pipe column of doing (are identified out at two ends the axis of steel pipe column when making steel pipe column steel pipe column and machining contrary, and X, Y both direction axis are labeled in to steel column side) carry out Primary Location, then slowly put down until tie-beam leans against on the upper platform of firm bracing frame.
6, set up that jack supports and longitudinal jack, longitudinal jack contact with tie-beam outer end, utilized transit to measuring by longitudinal jack and crane to lead with against carrying out axis location and adjustment as steel pipe column against making steel pipe column X, Y-axis.
7, the center that regulates steel pipe column by the horizontal jack on bracing frame lower floor platform, centre deviation is controlled in 5mm.
8, determine steel pipe column top absolute altitude, by calculating every actual steel pipe column top absolute altitude, so by vertical jack and jack, support and regulate tie-beam and lead and the contrary vertical position of making steel pipe column, guarantee that steel pipe column top absolute altitude is in prescribed limit, wherein according to on-site actual situations, during every erection of steel pipe column, omit high standard 10mm, guarantee the sedimentation counteracting amount of steel pipe column in concreting process.
9, steel pipe column in place after, utilize total powerstation to check, setting program in total powerstation, measures steel column centre coordinate, guarantees that centre coordinate and design coordinate coincide.
10, utilize plumb aligner to carry out clad steel tubing string verticality, (to be tie-beam support together with upper platform is welded as with steel fixing means after steel pipe column top axis and post god verticality all meets the demands, by tie-beam and steel casing lower end gripper shoe, to carry out steel pipe column final fixing, by gripper shoe contrary do steel pipe column and steel supporting welding for together with, and then by positioning beam, be welded on contrary work between steel pipe column and pile foundation steel casing).
Claims (4)
1. the contrary fixing device for installing of making steel pipe column after an improvement: comprise the contrary steel pipe column (1) of doing, it is characterized in that: be provided with steel bracing frame (2), at steel bracing frame (1) top, be provided with articulated beam (3), the inner of articulated beam (3) is connected with lead (5) upper end by otic placode (4), lead (5) lower end by otic placode (6) with against doing steel pipe column (1) upper end, be connected.
2. the contrary fixing device for installing of making steel pipe column after improvement according to claim 1, it is characterized in that: described firm bracing frame (2) is clad steel frame construction at least, and wherein just bracing frame (2) lower floor is provided with the horizontal jack (7) that can realize horizontal control.
3. according to the contrary fixing device for installing of making steel pipe column after the improvement described in claim 1 and 2, it is characterized in that: be provided with and can realize vertical jack (8) and the jack support (9) of longitudinally controlling, and vertical jack (8) is supported on articulated beam (2) outer end.
4. according to the contrary fixing device for installing of making steel pipe column after the improvement described in claim 1 and 2, it is characterized in that: described articulated beam (2) links together after installation has been located with firm bracing frame (2) upper strata, if articulated beam (2) has gap to connect by adding junction plate with firm bracing frame (2) upper strata.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320667334.5U CN203546728U (en) | 2013-10-28 | 2013-10-28 | Improved installation fixing device of top-down steel pipe column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320667334.5U CN203546728U (en) | 2013-10-28 | 2013-10-28 | Improved installation fixing device of top-down steel pipe column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546728U true CN203546728U (en) | 2014-04-16 |
Family
ID=50464864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320667334.5U Expired - Fee Related CN203546728U (en) | 2013-10-28 | 2013-10-28 | Improved installation fixing device of top-down steel pipe column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546728U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196248A (en) * | 2014-07-22 | 2014-12-10 | 安徽省建筑科学研究设计院 | Reverse building method rear-inserting steel pipe column vertical positioning device and construction method thereof |
| CN105696596A (en) * | 2016-01-22 | 2016-06-22 | 中铁四局集团第工程有限公司 | Positioner for steel pipe guard post construction and construction method of steel pipe guard post |
| CN106555401A (en) * | 2016-10-21 | 2017-04-05 | 开普天（上海）国际贸易有限公司 | For the stand of guide pipe top positioning |
| CN109487822A (en) * | 2018-12-05 | 2019-03-19 | 昆明捷程桩工有限责任公司 | Reverse construction erection of steel pipe column method of adjustment and control device |
| CN109898669A (en) * | 2019-03-12 | 2019-06-18 | 中建三局第一建设工程有限责任公司 | A kind of contrary sequence method underground first floor beam-column node construction method |
| CN112523227A (en) * | 2020-12-14 | 2021-03-19 | 中国葛洲坝集团第一工程有限公司 | Steel pipe column for underground space structure and construction method |
-
2013
- 2013-10-28 CN CN201320667334.5U patent/CN203546728U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196248A (en) * | 2014-07-22 | 2014-12-10 | 安徽省建筑科学研究设计院 | Reverse building method rear-inserting steel pipe column vertical positioning device and construction method thereof |
| CN104196248B (en) * | 2014-07-22 | 2016-03-02 | 安徽省建筑科学研究设计院 | Steel pipe column vertical locating device and construction method thereof is inserted after contrary sequence method |
| CN105696596A (en) * | 2016-01-22 | 2016-06-22 | 中铁四局集团第工程有限公司 | Positioner for steel pipe guard post construction and construction method of steel pipe guard post |
| CN106555401A (en) * | 2016-10-21 | 2017-04-05 | 开普天（上海）国际贸易有限公司 | For the stand of guide pipe top positioning |
| CN106555401B (en) * | 2016-10-21 | 2019-10-01 | 开普天（上海）国际贸易有限公司 | Rack for the positioning of guide pipe top |
| CN109487822A (en) * | 2018-12-05 | 2019-03-19 | 昆明捷程桩工有限责任公司 | Reverse construction erection of steel pipe column method of adjustment and control device |
| CN109898669A (en) * | 2019-03-12 | 2019-06-18 | 中建三局第一建设工程有限责任公司 | A kind of contrary sequence method underground first floor beam-column node construction method |
| CN112523227A (en) * | 2020-12-14 | 2021-03-19 | 中国葛洲坝集团第一工程有限公司 | Steel pipe column for underground space structure and construction method |
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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: 20140416 Termination date: 20211028 |
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| CF01 | Termination of patent right due to non-payment of annual fee |