CN205531384U - High altitude interim fixed knot of round pin jack -post foot point construct - Google Patents
High altitude interim fixed knot of round pin jack -post foot point construct Download PDFInfo
- Publication number
- CN205531384U CN205531384U CN201620029476.2U CN201620029476U CN205531384U CN 205531384 U CN205531384 U CN 205531384U CN 201620029476 U CN201620029476 U CN 201620029476U CN 205531384 U CN205531384 U CN 205531384U
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- CN
- China
- Prior art keywords
- base plate
- column
- plate
- column base
- axillare
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- Expired - Fee Related
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Abstract
The utility model relates to a high altitude interim fixed knot of round pin jack -post foot point construct, including column base plate, be located column base plate below and with column base plate looks parallel arrangement's preburied bottom plate, column base plate's both ends respectively through the limiting plate with preburied bottom plate's both ends fixed connection, column base plate's upside is equipped with the steel column perpendicularly, and its downside is equipped with sells the axillare along the perpendicular downwardly extending of its terminal surface on, preburied bottom plate's upside be equipped with along its terminal surface perpendicularly upwards extend and with on sell and sell the axillare under the axillare matched with, on sell the axillare and sell down the axillare and pass through the pivort fixation connection. The utility model discloses a limiting plate and preburied bottom plate and column base plate welded fastening, a center line direction topples and perpendicular center line direction rotates along selling to have limited steel column installation back, has played the effect of temporarily fixing to the steel column. The utility model discloses simple structure, the security is high, and on -the -spot exploitativeness is high, installs and demolish the convenience, economic cost low.
Description
Technical field
This utility model relates to technical field of building construction, is specifically related to a kind of high-altitude bearing pin suspension column point temporary fixing structure.
Background technology
At present, steel construction is widely used to high-rise building and large-span space structure field, owing to the architecture construction of full steel structure is relatively costly, is therefore used in mixed way with xoncrete structure for the reduction a lot of steel construction of cost.General employing bottom is concrete frame structure, and top is steel construction.Owing to bottom is that concrete frame structure therefore Steel Structure Installation height substantially increases.Traditional high-altitude bearing pin post is installed the many employings of interim fixation and is set up all round victory scaffold or draw the method setting cable wind rope.Above two kinds of method implementation costs are high, quantities is big and needs supporting surface.
Utility model content
The purpose of this utility model is to provide a kind of high-altitude bearing pin suspension column point temporary fixing structure, this simple in construction, and safety is high, and on-the-spot exploitativeness is high, installs and removes conveniently, and implementation cost is low.
For achieving the above object, this utility model have employed techniques below scheme: includes column base plate, it is positioned at and parallels the pre-buried base plate of setting below column base plate and with column base plate, the two ends of described column base plate are connected by limiting plate is fixing with the two ends of described pre-buried base plate respectively, the upper vertical of described column base plate is provided with steel column, the upper pin plate extended vertically downward along its end face it is provided with on the downside of it, the upside of described pre-buried base plate is provided with the downside pin axillare extending vertically upwards along its end face and matching with described upper pin plate, described upper pin plate and downside pin axillare connect by bearing pin is fixing.
Described upper pin plate is that multiple and along described column base plate end surfaces is uniformly distributed.
The both sides of described upper pin plate are provided with stiffener, and the both sides of described downside pin axillare are provided with lower stiffener.
The upside of described column base plate is additionally provided with the post stiffener extended vertically upwards along its end face, and the lower end of described steel column offers the fluting matched with described post stiffener.
Described upper pin plate, post stiffener, steel column weld mutually with described column base plate, and described lower stiffener, downside pin axillare weld mutually with described pre-buried base plate.
As shown from the above technical solution, this utility model is welded and fixed with pre-buried base plate and column base plate by limiting plate, limits and topples along bearing pin centerline direction after steel column is installed and the rotation of vertical center line direction, steel column serves interim fixing effect.This utility model simple in construction, safety is high, and on-the-spot exploitativeness is high, installs and removes conveniently, and Financial cost is low.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described further:
As shown in Figure 1, the high-altitude bearing pin suspension column point temporary fixing structure of the present embodiment, including column base plate 8, it is positioned at and parallels the pre-buried base plate 1 of setting below column base plate 8 and with column base plate 8, the two ends of column base plate 8 are welded with the two ends of pre-buried base plate 1 mutually by limiting plate 5 respectively, the upper vertical of column base plate 8 is welded with steel column 10, the upper pin plate 6 extended vertically downward along its end face it is welded with on the downside of it, the upside of pre-buried base plate 1 is welded with the downside pin axillare 2 extending vertically upwards along its end face and matching with upper pin plate 6, upper pin plate 6 and downside pin axillare 2 connect by bearing pin 4 is fixing.
In the present embodiment, this upper pin plate 6 is that multiple and along column base plate 8 end surfaces is uniformly distributed, the number of downside pin axillare 2 and distribution and the matching of upper pin plate 6, and during installation, downside pin axillare 2 and upper pin plate 6 intersect to be fixed, and passes through bearing pin 4 and fix further.In order to improve the stability of this structure, being provided with stiffener 7 in the both sides of upper pin plate 6, the both sides of downside pin axillare 2 are provided with lower stiffener 3.
The upside of column base plate 8 is also welded with the post stiffener 9 extended vertically upwards along its end face, and the lower end of steel column 10 offers the fluting matched with post stiffener 9.In the present embodiment, steel column 10 is box column, and steel column 10 is slotted in post stiffener 9 insertion groove, and steel column 10 is welded and fixed with column base plate 8 and post stiffener 9 intersection.Pre-buried base plate 1 and column base plate 8 are welded and fixed with two pieces of limiting plates 5, limit and topple along bearing pin centerline direction after steel column 10 is installed and the rotation of vertical center line direction, steel column 10 serves interim fixing effect.
The technical scheme provided by this utility model embodiment is it can be seen that this utility model simple in construction, and safety is high, and on-the-spot exploitativeness is high, installs and removes conveniently, and Financial cost is low.
Embodiment described above is only to be described preferred implementation of the present utility model; not scope of the present utility model is defined; on the premise of without departing from this utility model design spirit; various deformation that the technical solution of the utility model is made by those of ordinary skill in the art and improvement, all should fall in the protection domain that this utility model claims determine.
Claims (5)
1. a high-altitude bearing pin suspension column point temporary fixing structure, it is characterized in that: include column base plate (8), it is positioned at column base plate (8) lower section and the pre-buried base plate (1) of setting of paralleling with column base plate (8), the two ends of described column base plate (8) are connected by limiting plate (5) is fixing with the two ends of described pre-buried base plate (1) respectively, the upper vertical of described column base plate (8) is provided with steel column (10), the upper pin plate (6) extended vertically downward along its end face it is provided with on the downside of it, the upside of described pre-buried base plate (1) is provided with the downside pin axillare (2) extending vertically upwards along its end face and matching with described upper pin plate (6), described upper pin plate (6) and downside pin axillare (2) connect by bearing pin (4) is fixing.
High-altitude the most according to claim 1 bearing pin suspension column point temporary fixing structure, it is characterised in that: described upper pin plate (6) is that multiple and along described column base plate (8) end surfaces is uniformly distributed.
High-altitude the most according to claim 1 bearing pin suspension column point temporary fixing structure, it is characterised in that: the both sides of described upper pin plate (6) are provided with stiffener (7), and the both sides of described downside pin axillare (2) are provided with lower stiffener (3).
High-altitude the most according to claim 3 bearing pin suspension column point temporary fixing structure, it is characterized in that: the upside of described column base plate (8) is additionally provided with the post stiffener (9) extended vertically upwards along its end face, the lower end of described steel column (10) offers the fluting matched with described post stiffener (9).
High-altitude the most according to claim 4 bearing pin suspension column point temporary fixing structure, it is characterized in that: described upper pin plate (6), post stiffener (9), steel column (10) weld mutually with described column base plate (8), described lower stiffener (3), downside pin axillare (2) weld mutually with described pre-buried base plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620029476.2U CN205531384U (en) | 2016-01-13 | 2016-01-13 | High altitude interim fixed knot of round pin jack -post foot point construct |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620029476.2U CN205531384U (en) | 2016-01-13 | 2016-01-13 | High altitude interim fixed knot of round pin jack -post foot point construct |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531384U true CN205531384U (en) | 2016-08-31 |
Family
ID=56764728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620029476.2U Expired - Fee Related CN205531384U (en) | 2016-01-13 | 2016-01-13 | High altitude interim fixed knot of round pin jack -post foot point construct |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531384U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464391A (en) * | 2016-01-13 | 2016-04-06 | 安徽伟宏钢结构集团股份有限公司 | High-altitude pin shaft column base point temporary fixing structure |
-
2016
- 2016-01-13 CN CN201620029476.2U patent/CN205531384U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464391A (en) * | 2016-01-13 | 2016-04-06 | 安徽伟宏钢结构集团股份有限公司 | High-altitude pin shaft column base point temporary fixing structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20210113 |