CN205531437U - Core section of thick bamboo steel column supports - Google Patents
Core section of thick bamboo steel column supports Download PDFInfo
- Publication number
- CN205531437U CN205531437U CN201620051154.8U CN201620051154U CN205531437U CN 205531437 U CN205531437 U CN 205531437U CN 201620051154 U CN201620051154 U CN 201620051154U CN 205531437 U CN205531437 U CN 205531437U
- Authority
- CN
- China
- Prior art keywords
- steel column
- quarter butt
- core walls
- connecting plate
- walls structure
- 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 relates to a core section of thick bamboo steel column supports, include: the stock structure includes: the stock with connect in the first support of stock, first support is connected in the lug of first core section of thick bamboo steel column through first connecting piece, the quarter butt structure includes: the quarter butt with connect in the second support of quarter butt, the second support passes through the second connecting piece and connects in the web of second core section of thick bamboo steel column, and supply to adjust the regulation connecting piece of the interval of first core section of thick bamboo steel column and second core section of thick bamboo steel column, adjust the connecting piece and connect between stock and quarter butt. The utility model discloses core section of thick bamboo steel column supports can keep the interval of core section of thick bamboo steel column unchangeable to the straightness that hangs down of control core section of thick bamboo steel column can adjust the length of bracing piece through wrench movement swing joint spare, thereby adapts to the operating mode requirement of the different core cylindric formulas of various intervals.
Description
Technical field
This utility model relates to the realm of building construction, and espespecially a kind of Core Walls Structure steel column supports.
Background technology
Along with housing core wall structure gradually popularizing in super high rise structure, Core Walls Structure steel column is increasingly
Many occurs in super high rise structure, but the usual cross section of Core Walls Structure steel column is less, along with Super High is executed
The continuous quickening of work progress, Core Walls Structure steel column single-unit height is more and more higher, and Core Walls Structure slenderness ratio is increasingly
Greatly, it addition, reinforcing bar binding, concreting and Core Walls Structure steel column construction intert carry out, to core
The precision impact of cylinder steel column is relatively big, and the precision of Core Walls Structure steel column cannot be effectively controlled, and common props up
Stay length cannot change, it is impossible to adapts to spacing different core cartridge form, and is easily damaged support bar.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, it is provided that a kind of Core Walls Structure steel column props up
Support, solves the problems of the prior art.
The technical scheme realizing above-mentioned purpose is: provides Core Walls Structure steel column to support and includes:
Long rod structure, including: stock and the first bearing being connected to described stock, described first bearing
The hanger of the first Core Walls Structure steel column it is connected to by the first connector；
Quarter butt structure, including: quarter butt and the second bearing being connected to described quarter butt, described second bearing
The web of the second Core Walls Structure steel column it is connected to by described second connector；And
For regulating the regulation of the spacing of described first Core Walls Structure steel column and described second Core Walls Structure steel column even
Fitting, described adjusting connector is connected between described stock and described quarter butt.
The beneficial effect that this utility model Core Walls Structure steel column supports:
This utility model Core Walls Structure steel column supports and the spacing of Core Walls Structure steel column can be kept constant, thus controls
The perpendicularity of Core Walls Structure steel column processed, can be regulated between stock and quarter butt by twisting active connection
Distance, thus adapt to the working condition requirement of various spacing different core cartridge form.
What this utility model Core Walls Structure steel column supported further improvement is that, described first bearing is first
Connecting plate, one end of described first connecting plate is connected to described stock, another of described first connecting plate
End is provided with pivot end, and described first connector is the first bolt and is screwed together in the first of described first bolt
Nut, described first bolt wears described pivot end and described hanger and coordinates described first nut solid
Fixed.
What this utility model Core Walls Structure steel column supported further improvement is that, described second bearing includes even
It is connected to the second connecting plate of described quarter butt；Described second connector include the second bolt, the second nut,
3rd connecting plate and hook, the upper of described second connecting plate and described web be located at by described hook hook
Holding, the bottom of described hook is welded with the second connecting plate, the top of described hook and the 3rd connecting plate weldering
Connect；Described 3rd connecting plate is provided with through hole, and described second nut-welding is in described 3rd connecting plate
Through hole；Described second bolt is screwed together in described second nut, wears the through hole of described 3rd connecting plate,
And stay on described web.
What this utility model Core Walls Structure steel column supported further improvement is that, described second bearing also includes
It is connected to the securing plate between described second connecting plate and described quarter butt.
What this utility model Core Walls Structure steel column supported further improvement is that, described adjusting connector is for adjusting
Joint screw-rod structure, described adjusting screw rod structure includes: screw rod, quarter butt sleeve, long rod sleeve and
Power part, described screw rod includes forward thread segment, non-threaded section and the reverse thread section being sequentially connected with,
Described part of putting forth effort is fixed on described non-threaded section；The inner side of described quarter butt sleeve is reverse thread, described
Quarter butt sleeve is screwed together in reverse thread section, and described quarter butt sleeve is inserted and fixed to the end of described quarter butt；
The inner side of described long rod sleeve is forward screw thread, and described long rod sleeve is screwed together in described forward thread segment,
Described long rod sleeve is inserted and fixed to the end of described stock.
This utility model Core Walls Structure steel column support further improvement is that, described in put forth effort part for regulation spiral shell
Female.
Accompanying drawing explanation
Fig. 1 is the structural representation that this utility model Core Walls Structure steel column supports.
Fig. 2 is the schematic diagram of the quarter butt structure that this utility model Core Walls Structure steel column supports.
Fig. 3 is the enlarged diagram of the active connection that this utility model Core Walls Structure steel column supports.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides a kind of Core Walls Structure steel column to support, below in conjunction with the accompanying drawings to this utility model core
Heart cylinder steel column supports and illustrates.
Refering to Fig. 1, it is shown that the structural representation that this utility model Core Walls Structure steel column supports.Refering to figure
2, it is shown that the enlarged diagram of the active connection that this utility model Core Walls Structure steel column supports.In conjunction with
Shown in Fig. 1 and Fig. 2, this utility model Core Walls Structure steel column supports and includes: long rod structure 1, quarter butt are tied
Structure 2 and adjusting connector 3, wherein long rod structure 1 is located at the hanger 4 of the first Core Walls Structure steel column,
Quarter butt structure 2 is located at the web 5 of the second Core Walls Structure steel column, and adjusting connector 3 is connected to stock and short
Between bar.This utility model Core Walls Structure steel column supports and the spacing of Core Walls Structure steel column can be kept constant, from
And the perpendicularity of control core cylinder steel column, the length of support bar can be regulated by adjusting connector, from
And adapt to the working condition requirement of various spacing different core cartridge form.
Shown in Fig. 1 and Fig. 2, long rod structure 1 includes: stock the 10, first bearing 11 and
A connection piece 12, the first bearing 11 is connected to one end of stock 10, and the first bearing 11 is by first
Connector 12 is connected to the hanger 4 of Core Walls Structure steel column.In the present embodiment, the length root of stock 10
Depending on practical situation.First bearing 11 is the first connecting plate.First connector 12 is the first bolt
With the first nut.One end of first connecting plate is connected to stock 10, and the other end of the first connecting plate is provided with
Pivot end, the first bolt wears described pivot end and described hanger 4 and coordinates described first nut to fix,
Thus stock 10 is fixed on the hanger 4 of Core Walls Structure steel column.Preferably, the first connecting plate is trapezoidal connection
Plate.
Quarter butt structure 2 includes: quarter butt the 20, second bearing the 21, second connector 22, wherein second
Bearing 21 is connected to quarter butt 20, and the second bearing 21 is connected to core tube steel by the second connector 22
The web 5 of post.In the present embodiment, depending on the length of quarter butt 20 is according to practical situation.Second bearing
21 include the second connecting plate 210 and securing plate 211, and wherein the second connecting plate 210 is connected to quarter butt 20
With between web 5, securing plate 121 is trapezoidal plate, two waists of trapezoidal plate are connected to the second connecting plate
Between 210 and quarter butt 20, securing plate 211 has multiple.
Second connector 22 include second bolt the 220, second nut the 221, the 3rd connecting plate 222 with
And hook 223, wherein link up with 223 hooks and be located at the upper end of the second connecting plate 120 and web 5, hook
The bottom of 223 is welded with the second connecting plate 120, and the top of hook 223 is welded with the 3rd connecting plate 222
Connect.3rd connecting plate 222 is provided with through hole, and the second nut 221 is welded in the 3rd connecting plate 222
Through hole.Second bolt 220 is screwed together in the second nut 221, wears the through hole of the 3rd connecting plate 222,
And stay on web 5, thus the second bolt 220 drives the bottom of the 3rd connecting plate 222 to web 5
Direction tilt, the 3rd connecting plate 222 drives hook 223 compression the second connecting plates 120 and webs 5,
Second bearing 21 is fixed on the web 5 of Core Walls Structure steel column the most at last.
Adjusting connector 3 is connected between stock 10 and quarter butt 20, for regulation the first core tube steel
Post and the spacing of described second Core Walls Structure steel column.Adjusting connector 3 is adjusting screw rod structure, regulates spiral shell
Bar structure includes: screw rod 30, quarter butt sleeve 31, long rod sleeve 32 and put forth effort part 33, wherein spiral shell
Bar 30 includes forward thread segment 300, non-threaded section 301 and the reverse thread section 302 being sequentially connected with.
Put forth effort part 33 to be fixed at non-threaded section 301.In the present embodiment, putting forth effort part 33 is adjusting nut,
Adjusting nut is welded at non-threaded section 301.
The inner side of long rod sleeve 32 is forward screw thread, and long rod sleeve 32 is screwed together in forward thread segment 300
Place.The diameter of long rod sleeve 32 is less than stock 10, thus long rod sleeve 32 inserts the end of stock 10
Portion, and weld together outside.The inner side of quarter butt sleeve 31 is reverse thread, quarter butt sleeve 31
It is screwed together at reverse thread section 302.The diameter of quarter butt sleeve 31 is less than quarter butt 20, thus quarter butt set
Cylinder 31 inserts the end of quarter butt 20, and welds together outside.In use, regulation spiral shell is rotated
Master tape moves screw rod 30 and rotates so that stock 10 and quarter butt 20 is close to each other or away from.
The construction method supported this utility model Core Walls Structure steel column below explains:
This utility model Core Walls Structure steel column support installation procedure: long rod structure steel column lift before, in
Ground completes to install, and then together lifts with Core Walls Structure steel column.School after steel column has all lifted
In the positive stage, the steel column being connected with stock is first corrected, after the steel column that quarter butt part is connected has corrected,
Completed the installation of quarter butt structure by correction work at capital, the adjusting connector of centre be finally installed so that
This utility model Core Walls Structure steel column supports the requirement meeting steel column spacing.
The dismounting flow process that this utility model Core Walls Structure steel column supports: complete at structure of reinforced concrete
During rear preparation lifting lower joint steel column, need this utility model Core Walls Structure steel column support of dismantling.Dismounting order
For first removing quarter butt structure, turn on adjusting connector, remove long rod structure, and use tower crane to transfer to
Ground.
What this utility model Core Walls Structure steel column supported has the beneficial effect that
This utility model Core Walls Structure steel column supports and the spacing of Core Walls Structure steel column can be kept constant, thus controls
The perpendicularity of Core Walls Structure steel column processed, can regulate the length of support bar by twisting active connection, from
And adapt to the working condition requirement of various spacing different core cartridge form.
Above in association with accompanying drawing embodiment, this utility model is described in detail, common skill in this area
This utility model can be made many variations example by art personnel according to the above description.Thus, in embodiment
Some details should not constitute restriction of the present utility model, and this utility model will be with appended claims
The scope defined is as protection domain of the present utility model.
Claims (6)
1. a Core Walls Structure steel column supports, it is characterised in that including:
Long rod structure, including: stock and the first bearing being connected to described stock, described first bearing
The hanger of the first Core Walls Structure steel column it is connected to by the first connector；
Quarter butt structure, including: quarter butt and the second bearing being connected to described quarter butt, described second bearing
The web of the second Core Walls Structure steel column it is connected to by described second connector；And
For regulating the regulation of the spacing of described first Core Walls Structure steel column and described second Core Walls Structure steel column even
Fitting, described adjusting connector is connected between described stock and described quarter butt.
2. Core Walls Structure steel column as claimed in claim 1 supports, it is characterised in that described first
Seat is the first connecting plate, and one end of described first connecting plate is connected to described stock, and described first connects
The other end of plate is provided with pivot end, and described first connector is the first bolt and is screwed together in described first spiral shell
First nut of bolt, described first bolt wears described pivot end and described hanger and coordinates described first
Nut is fixed.
3. Core Walls Structure steel column as claimed in claim 1 supports, it is characterised in that described second
Seat includes the second connecting plate being connected to described quarter butt；Described second connector include the second bolt,
Two nuts, the 3rd connecting plate and hook, described hook hook is located at described second connecting plate and described abdomen
The upper end of plate, the bottom of described hook welds with the second connecting plate, and the top of described hook is with the 3rd even
Fishplate bar welds；Described 3rd connecting plate is provided with through hole, and described second nut-welding is in the described 3rd even
The through hole of fishplate bar；Described second bolt is screwed together in described second nut, wears described 3rd connecting plate
Through hole, and stay on described web.
4. Core Walls Structure steel column as claimed in claim 3 supports, it is characterised in that described second
Seat also includes the securing plate being connected between described second connecting plate and described quarter butt.
5. Core Walls Structure steel column as claimed in claim 1 supports, it is characterised in that described regulation is even
Fitting is adjusting screw rod structure, and described adjusting screw rod structure includes: screw rod, quarter butt sleeve, stock set
Cylinder and put forth effort part, forward thread segment that described screw rod includes being sequentially connected with, non-threaded section and reversely
Thread segment, described in put forth effort part and be fixed on described non-threaded section；The inner side of described quarter butt sleeve is reverse spiral shell
Stricture of vagina, described quarter butt sleeve is screwed together in reverse thread section, and described quarter butt sleeve is inserted and fixed to described quarter butt
End；The inner side of described long rod sleeve is forward screw thread, and described long rod sleeve is screwed together in described forward
Thread segment, described long rod sleeve is inserted and fixed to the end of described stock.
6. Core Walls Structure steel column as claimed in claim 5 supports, it is characterised in that described in put forth effort part
For adjusting nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620051154.8U CN205531437U (en) | 2016-01-19 | 2016-01-19 | Core section of thick bamboo steel column supports |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620051154.8U CN205531437U (en) | 2016-01-19 | 2016-01-19 | Core section of thick bamboo steel column supports |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531437U true CN205531437U (en) | 2016-08-31 |
Family
ID=56766659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620051154.8U Expired - Fee Related CN205531437U (en) | 2016-01-19 | 2016-01-19 | Core section of thick bamboo steel column supports |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531437U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284992A (en) * | 2016-09-18 | 2017-01-04 | 广西钦州展兴建设工程有限公司 | Mould plate supporting device |
| CN107574760A (en) * | 2017-09-30 | 2018-01-12 | 中铁大桥局第七工程有限公司 | Assembled displacement steel pipe column coupling bar and its installation method |
| CN111794558A (en) * | 2020-06-02 | 2020-10-20 | 上海建工二建集团有限公司 | Support device and construction method thereof |
-
2016
- 2016-01-19 CN CN201620051154.8U patent/CN205531437U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284992A (en) * | 2016-09-18 | 2017-01-04 | 广西钦州展兴建设工程有限公司 | Mould plate supporting device |
| CN107574760A (en) * | 2017-09-30 | 2018-01-12 | 中铁大桥局第七工程有限公司 | Assembled displacement steel pipe column coupling bar and its installation method |
| CN107574760B (en) * | 2017-09-30 | 2023-10-20 | 中铁大桥局第七工程有限公司 | Assembled variable-pitch steel pipe column connecting rod and installation method thereof |
| CN111794558A (en) * | 2020-06-02 | 2020-10-20 | 上海建工二建集团有限公司 | Support device and construction method thereof |
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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: 20160831 Termination date: 20220119 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |