CN206052762U - Stress is in the shaped steel crossbeam tower crane pedestal of section beam-column - Google Patents
Stress is in the shaped steel crossbeam tower crane pedestal of section beam-column Download PDFInfo
- Publication number
- CN206052762U CN206052762U CN201620975804.8U CN201620975804U CN206052762U CN 206052762 U CN206052762 U CN 206052762U CN 201620975804 U CN201620975804 U CN 201620975804U CN 206052762 U CN206052762 U CN 206052762U
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- section
- heavy
- tower crane
- body frame
- column
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Abstract
The utility model discloses a kind of stress is in the shaped steel crossbeam tower crane pedestal of section beam-column, including many body frame trestles, polylith Bar Anchorage plate, heavy in section gooseneck frameworks；Described polylith Bar Anchorage plate is embedded on many body frame trestles respectively, and the outer end of heavy in section gooseneck framework is fixed on polylith Bar Anchorage plate.As the outer end of this utility model heavy in section gooseneck framework is bolted on polylith Bar Anchorage plate so that this utility model heavy in section gooseneck framework tower crane is convenient to assemble and disassemble, and time and labour saving saves land, and meets green construction requirement again.
Description
Technical field
This utility model is related to a kind of construction implement field, and more particularly to a kind of stress is in the shaped steel of section beam-column
Crossbeam tower crane pedestal.
Background technology
With the construction and development in city, high-rise, high-rise building is more and more, and the form of tower crane is varied
, such as：Independent cushion cap tower crane, it is arranged at basement bottom board or top board tower crane, Core Walls Structure inner climbing crane tower etc..Building
In construction, the vertical transport of various construction materials is completed by tower crane, and what the stability and firmness of tower crane were directly influenced applies
The safety and progress of work.The especially construction of modern high-rise building and deeper subsurface room, tower crane are often arranged on basement
Centre, in the basement construction stage, foundation base platform the following is hanging, therefore the requirement to tower crane is at a relatively high, once tower crane
Structure goes wrong, and caused by which, consequence will be hardly imaginable.The one of principal element for affecting tower crane overall structure stable is just
Be stress in the shaped steel crossbeam tower crane pedestal of section beam-column, all of load-bearing is all in the shaped steel crossbeam of section beam-column by stress
Tower crane pedestal transmission；In addition, stress in section beam-column shaped steel crossbeam tower crane pedestal be also subjected to it is extra from
Right wind-force, so, stress in section beam-column shaped steel crossbeam tower crane pedestal stable and be firmly extremely important.
Utility model content
The purpose of this utility model be provide a kind of simple version, energy-conserving and environment-protective, reusable stress in
The shaped steel crossbeam tower crane pedestal of section beam-column.
For achieving the above object, technical solution of the present utility model is：
This utility model is a kind of stress in the shaped steel crossbeam tower crane pedestal of section beam-column, including many main body frames
Post, polylith Bar Anchorage plate, heavy in section gooseneck framework；Described polylith Bar Anchorage plate is embedded in many main body frames respectively
On post, the outer end of heavy in section gooseneck framework is fixed on polylith Bar Anchorage plate.
Described heavy in section gooseneck framework is made up of many heavy in section H profile steel crossbeams and Duo Gen heavies in section H profile steel longeron,
Many heavy in section H profile steel crossbeams are fixed between many heavy in section H profile steel longerons respectively.
Described heavy in section gooseneck framework by two heavy in section H profile steel crossbeams, two heavy in section H profile steel longerons, two
Heavy in section H profile steel carling is constituted；Two described heavy in section H profile steel crossbeams are parallel respectively to be fixed on two heavy in section H profile steels
Between longeron, two heavy in section H profile steel carlings are parallel respectively to be fixed between two heavy in section H profile steel crossbeams.
Described Bar Anchorage plate is made up of reinforcing bar, anchor plate；Described reinforcing bar is L-shaped reinforcing bar, and main body is imbedded at its L end
In frame column, its other end stretches out body frame trestle surface；Described anchor plate is angle steel shape, one side and L-shaped reinforcing bar
The external part for stretching out body frame trestle surface is welded and fixed, and opens up multiple through holes and bolt passes through on another side of anchor plate
The through hole is affixed with heavy in section gooseneck framework outer end.
Described body frame trestle is made up of four heavy in section frame columns, and four heavy in section frame columns are in rectangular layout, greatly
Four outer ends of section steel crossbeam frame are separately fixed on four heavy in section frame columns, and heavy in section gooseneck framework is apart from building ground
Face 100mm-300 mm.
The pre-embedded steel slab on body frame trestle, by heavy in section gooseneck framework fixation stress on body frame trestle.
After using such scheme, as this utility model includes many body frame trestles, polylith Bar Anchorage plate, heavy in section
Gooseneck framework；Described polylith Bar Anchorage plate is embedded on many body frame trestles respectively, heavy in section gooseneck framework
Outer end is fixed on polylith Bar Anchorage plate, with advantages below：
1st, as the outer end of this utility model heavy in section gooseneck framework is bolted on polylith Bar Anchorage plate,
So that this utility model heavy in section gooseneck framework tower crane is convenient to assemble and disassemble, time and labour saving saves land again, and meeting green construction will
Ask.
2nd, compared with traditional tower crane, this tower-crane foundation structure form of the present utility model is simple, and energy-conserving and environment-protective can be again
It is multiple to use.
3rd, as gooseneck framework tower crane basis instrument in heavy in section of the present utility model is on body frame trestle, e.g., this reality
May be disposed on basement roof with new, agent structure conversion layer is first-class, but stress is on body frame trestle, rather than stress
In basement roof or agent structure conversion layer flooring.
This utility model is further described with specific embodiment below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is the schematic diagram that body frame trestle of the present invention is connected with Bar Anchorage plate；
Fig. 3 is the front view of this utility model Bar Anchorage plate.
Specific embodiment
As shown in Figure 1 and Figure 2, this utility model is a kind of stress in the shaped steel crossbeam tower crane pedestal of section beam-column, including
Many body frame trestles 1, polylith Bar Anchorage plate 2, heavy in section gooseneck framework 3.
Described polylith Bar Anchorage plate 2 is embedded on many body frame trestles 1 respectively, heavy in section gooseneck framework 3
Outer end is fixed on polylith Bar Anchorage plate 2.
Described heavy in section gooseneck framework 3 by 31, two, two heavy in section H profile steel crossbeams heavy in section H profile steel longeron 32,
Two heavy in section H profile steel carlings 33 are constituted；Described two heavies in section H profile steel crossbeam 31 is parallel respectively to be fixed on two and big cuts
Between face H profile steel longeron 32, two heavy in section H profile steel carlings 33 are parallel respectively to be fixed on two heavy in section H profile steel crossbeams 31
Between.
Described Bar Anchorage plate 2 is made up of reinforcing bar 21, anchor plate 22.Described reinforcing bar 21 be L-shaped reinforcing bar 21, its L end
In embedment body frame trestle, its other end stretches out 1 surface of body frame trestle；Described anchor plate 2 be angle steel shape, one side
The external part for stretching out 1 surface of body frame trestle with L-shaped reinforcing bar 21 is welded and fixed, and opens up multiple on another side of anchor plate 2
Through hole 221（As shown in Figure 3）And bolt is affixed with heavy in section 3 outer ends of gooseneck framework by the through hole 221.
Described body frame trestle 1 is made up of four heavy in section frame columns 11, four 11 rectangular cloth of heavy in section frame column
Put, four outer ends of heavy in section gooseneck framework 3 are separately fixed on four heavy in section frame columns 11, heavy in section gooseneck framework
3 apart from flooring 100mm-300 mm.
The above, only this utility model preferred embodiment, the version of heavy in section gooseneck framework have many
Kind, therefore the scope that this utility model is implemented can not be limited with this, i.e., according to this utility model claim and description
The equivalence changes made and modification, all still should belong in the range of this utility model patent covers.
Claims (5)
1. a kind of stress is in the shaped steel crossbeam tower crane pedestal of section beam-column, it is characterised in that：Including many body frame trestles, many
Block Bar Anchorage plate, heavy in section gooseneck framework；Described polylith Bar Anchorage plate is embedded on many body frame trestles respectively,
The outer end of heavy in section gooseneck framework is fixed on polylith Bar Anchorage plate.
2. stress according to claim 1 is in the shaped steel crossbeam tower crane pedestal of section beam-column, it is characterised in that：Described
Heavy in section gooseneck framework is made up of many heavy in section H profile steel crossbeams and Duo Gen heavies in section H profile steel longeron, many heavy in section H types
Gooseneck is fixed between many heavy in section H profile steel longerons respectively.
3. stress according to claim 1 and 2 is in the shaped steel crossbeam tower crane pedestal of section beam-column, it is characterised in that：Institute
The heavy in section gooseneck framework stated is by two heavy in section H profile steel crossbeams, two heavy in section H profile steel longerons, two heavy in section H profile steels
Carling is constituted；Two described heavy in section H profile steel crossbeams are parallel respectively to be fixed between two heavy in section H profile steel longerons, and two
Root heavy in section H profile steel carling is parallel respectively to be fixed between two heavy in section H profile steel crossbeams.
4. stress according to claim 1 is in the shaped steel crossbeam tower crane pedestal of section beam-column, it is characterised in that：Described
Bar Anchorage plate is made up of reinforcing bar, anchor plate；Described reinforcing bar is L-shaped reinforcing bar, and in its L ends embedment body frame trestle, which is another
Stretch out body frame trestle surface in end；Described anchor plate is angle steel shape, and body frame trestle table is stretched out with L-shaped reinforcing bar in one side
The external part in face is welded and fixed, and opens up multiple through holes and bolt is by the through hole and heavy in section steel on another side of anchor plate
Crossbeam frame outer end is affixed.
5. stress according to claim 1 is in the shaped steel crossbeam tower crane pedestal of section beam-column, it is characterised in that：Described
Body frame trestle is made up of four heavy in section frame columns, and four heavy in section frame columns are in rectangular layout, heavy in section gooseneck framework
Four outer ends be separately fixed on four heavy in section frame columns, heavy in section gooseneck framework is apart from flooring 100mm-300
mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620975804.8U CN206052762U (en) | 2016-08-29 | 2016-08-29 | Stress is in the shaped steel crossbeam tower crane pedestal of section beam-column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620975804.8U CN206052762U (en) | 2016-08-29 | 2016-08-29 | Stress is in the shaped steel crossbeam tower crane pedestal of section beam-column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052762U true CN206052762U (en) | 2017-03-29 |
Family
ID=58377406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620975804.8U Withdrawn - After Issue CN206052762U (en) | 2016-08-29 | 2016-08-29 | Stress is in the shaped steel crossbeam tower crane pedestal of section beam-column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052762U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351245A (en) * | 2016-08-29 | 2017-01-25 | 福建省九龙建设集团有限公司 | Tower crane foundation base and construction method thereof |
-
2016
- 2016-08-29 CN CN201620975804.8U patent/CN206052762U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351245A (en) * | 2016-08-29 | 2017-01-25 | 福建省九龙建设集团有限公司 | Tower crane foundation base and construction method thereof |
| CN106351245B (en) * | 2016-08-29 | 2018-12-14 | 福建省九龙建设集团有限公司 | Tower crane pedestal and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170329 Effective date of abandoning: 20181214 |
|
| AV01 | Patent right actively abandoned |