CN105464391A - High-altitude pin shaft column base point temporary fixing structure - Google Patents
High-altitude pin shaft column base point temporary fixing structure Download PDFInfo
- Publication number
- CN105464391A CN105464391A CN201610020120.7A CN201610020120A CN105464391A CN 105464391 A CN105464391 A CN 105464391A CN 201610020120 A CN201610020120 A CN 201610020120A CN 105464391 A CN105464391 A CN 105464391A
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- CN
- China
- Prior art keywords
- column
- base plate
- bottom plate
- pin shaft
- fixing structure
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a high-altitude pin shaft column base point temporary fixing structure. The high-altitude pin shaft column base point temporary fixing structure comprises a column bottom plate and a pre-buried bottom plate located below the column bottom plate and arranged in parallel with the column bottom plate. The two ends of the column bottom plate are fixedly connected with the two ends of the pre-buried bottom plate through limiting plates respectively. A steel column is perpendicularly arranged on the upper side of the column bottom plate, and upper pin shaft plates are arranged on the lower side of the column bottom plate and extend perpendicularly downwards along the end face of the column bottom plate. Lower pin shaft plates are arranged on the upper side of the pre-buried bottom plate, extend perpendicularly upwards along the end face of the pre-buried bottom plate and are matched with the upper pin shaft plates. The upper pin shaft plates and the lower pin shaft plates are fixedly connected through a pin shaft. As the limiting plates are welded and fixed to the pre-buried bottom plate and the column bottom plate, the steel column is limited from tumbling in the direction of the center line of the pin shaft or rotating in the direction perpendicular to the center line after being installed, and thus the effect of temporarily fixing the steel column is achieved. The high-altitude pin shaft column base point temporary fixing structure is simple, high in safety, high in field implementation performance, convenient to mount and dismount and low in economic cost.
Description
Technical field
The present invention 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 work has been widely used in super highrise building and large-span space structure field, because the architecture construction cost of full steel structure is higher, therefore for reduce costs a lot of steel work and concrete structure used in combination.General employing bottom is concrete frame structure, and top is steel work.Due to bottom be concrete frame structure therefore Steel Structure Installation height substantially increase.Traditional high-altitude bearing pin post is installed the many employings of temporary fixed measure and is set up all round victory scaffold or draw the method for establishing cable wind rope.Above two kinds of method implementation costs are high, engineering quantity is large and need supporting surface.
Summary of the invention
The object of the present invention is to provide a kind of high-altitude bearing pin suspension column point temporary fixing structure, this structure is simple, and safety is high, and on-the-spot exploitativeness is high, and installation and removal is convenient, and implementation cost is low.
For achieving the above object, present invention employs following technical scheme: comprise column base plate, be positioned at the pre-buried base plate paralleling setting below column base plate and with column base plate, the two ends of described column base plate are fixedly connected with respectively by the two ends of limiting plate with described pre-buried base plate, the upper vertical of described column base plate is provided with steel column, the upper pin plate extended vertically downward along its end face is provided with on the downside of it, the upside of described pre-buried base plate is provided with and extends vertically upward and the downside pin axillare matched with described upper pin plate along its end face, and described upper pin plate is fixedly connected with by bearing pin with downside pin axillare.
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 also provided with the post stiffener extended vertically upward 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, the present invention is welded and fixed by limiting plate and pre-buried base plate and column base plate, limits to topple along bearing pin centerline direction after steel column is installed and vertical center line direction is rotated, and serves temporary fixed effect to steel column.This invention structure is simple, and safety is high, and on-the-spot exploitativeness is high, and installation and removal is convenient, and financial cost is low.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention will be further described:
As shown in Figure 1, the high-altitude bearing pin suspension column point temporary fixing structure of the present embodiment, comprise column base plate 8, to be positioned at below column base plate 8 and to parallel the pre-buried base plate 1 of setting with column base plate 8, the two ends of column base plate 8 are welded mutually respectively by the two ends of limiting plate 5 with pre-buried base plate 1, 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 is welded with on the downside of it, the upside of pre-buried base plate 1 is welded with and extends vertically upward and the downside pin axillare 2 matched with upper pin plate 6 along its end face, upper pin plate 6 is fixedly connected with by bearing pin 4 with downside pin axillare 2.
In the present embodiment, this upper pin plate 6 is that multiple and along column base plate 8 end surfaces is uniformly distributed, and the number of downside pin axillare 2 and distribution match with upper pin plate 6, and during installation, downside pin axillare 2 and upper pin plate 6 intersect to be fixed, and is fixed further by bearing pin 4.In order to improve the stability of this structure, be 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 upward 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 and two pieces of limiting plates 5 are welded and fixed, and limit to topple along bearing pin centerline direction after steel column 10 is installed and vertical center line direction is rotated, and serve temporary fixed effect to steel column 10.
The technical scheme provided by the embodiment of the present invention can be found out, structure of the present invention is simple, and safety is high, and on-the-spot exploitativeness is high, and installation and removal is convenient, and financial cost is low.
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (5)
1. a high-altitude bearing pin suspension column point temporary fixing structure, it is characterized in that: comprise column base plate (8), be positioned at column base plate (8) below and parallel the pre-buried base plate (1) of setting with column base plate (8), the two ends of described column base plate (8) are fixedly connected with respectively by the two ends of limiting plate (5) with described pre-buried base plate (1), 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 is provided with on the downside of it, the upside of described pre-buried base plate (1) is provided with and extends vertically upward and the downside pin axillare (2) matched with described upper pin plate (6) along its end face, described upper pin plate (6) is fixedly connected with by bearing pin (4) with downside pin axillare (2).
2. high-altitude according to claim 1 bearing pin suspension column point temporary fixing structure, is characterized in that: described upper pin plate (6) is uniformly distributed for multiple and along described column base plate (8) end surfaces.
3. high-altitude according to claim 1 bearing pin suspension column point temporary fixing structure, it is characterized in that: the both sides of described upper pin plate (6) are provided with stiffener (7), the both sides of described downside pin axillare (2) are provided with lower stiffener (3).
4. high-altitude according to claim 1 bearing pin suspension column point temporary fixing structure, it is characterized in that: the upside of described column base plate (8) is also provided with the post stiffener (9) extended vertically upward along its end face, the lower end of described steel column (10) offers the fluting matched with described post stiffener (9).
5. high-altitude according to claim 1 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) are welded mutually with described pre-buried base plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610020120.7A CN105464391A (en) | 2016-01-13 | 2016-01-13 | High-altitude pin shaft column base point temporary fixing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610020120.7A CN105464391A (en) | 2016-01-13 | 2016-01-13 | High-altitude pin shaft column base point temporary fixing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105464391A true CN105464391A (en) | 2016-04-06 |
Family
ID=55602506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610020120.7A Pending CN105464391A (en) | 2016-01-13 | 2016-01-13 | High-altitude pin shaft column base point temporary fixing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105464391A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10183759A (en) * | 1996-12-26 | 1998-07-14 | Kawasaki Steel Corp | Column base structure of building structure |
| CN201635180U (en) * | 2009-12-24 | 2010-11-17 | 上海勘测设计研究院 | Column foot structure of steel tube column |
| CN201896364U (en) * | 2010-11-22 | 2011-07-13 | 四川奥特机械设备有限公司 | Universal movable socle node |
| CN103243809A (en) * | 2013-04-25 | 2013-08-14 | 东南大学建筑设计研究院有限公司 | Unidirectional limitable hinged support for hinging pipe frame column foot and construction method of unidirectional limitable hinged support |
| CN204343449U (en) * | 2014-11-25 | 2015-05-20 | 中机国能电力工程有限公司 | A kind of wooden construction suspension column hinged-support |
| CN205531384U (en) * | 2016-01-13 | 2016-08-31 | 安徽伟宏钢结构集团股份有限公司 | High altitude interim fixed knot of round pin jack -post foot point construct |
-
2016
- 2016-01-13 CN CN201610020120.7A patent/CN105464391A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10183759A (en) * | 1996-12-26 | 1998-07-14 | Kawasaki Steel Corp | Column base structure of building structure |
| CN201635180U (en) * | 2009-12-24 | 2010-11-17 | 上海勘测设计研究院 | Column foot structure of steel tube column |
| CN201896364U (en) * | 2010-11-22 | 2011-07-13 | 四川奥特机械设备有限公司 | Universal movable socle node |
| CN103243809A (en) * | 2013-04-25 | 2013-08-14 | 东南大学建筑设计研究院有限公司 | Unidirectional limitable hinged support for hinging pipe frame column foot and construction method of unidirectional limitable hinged support |
| CN204343449U (en) * | 2014-11-25 | 2015-05-20 | 中机国能电力工程有限公司 | A kind of wooden construction suspension column hinged-support |
| CN205531384U (en) * | 2016-01-13 | 2016-08-31 | 安徽伟宏钢结构集团股份有限公司 | High altitude interim fixed knot of round pin jack -post foot point construct |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160406 |