CN101265709A - Integral steel box foundation capable of moving following crushing station - Google Patents
Integral steel box foundation capable of moving following crushing station Download PDFInfo
- Publication number
- CN101265709A CN101265709A CNA200810049629XA CN200810049629A CN101265709A CN 101265709 A CN101265709 A CN 101265709A CN A200810049629X A CNA200810049629X A CN A200810049629XA CN 200810049629 A CN200810049629 A CN 200810049629A CN 101265709 A CN101265709 A CN 101265709A
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- steel box
- steel
- integral steel
- integral
- crushing station
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Abstract
The invention discloses an integral steel box base capable of moving at random with a crushing station. A box body structure is formed by crisscrossing a plurality of angle steels (2) and arranging at equal intervals in the periphery of the integral steel box base; a mesh reinforcement (3) composed of steel bars is connected among each corresponding angle steel (2); except for the face arranging the crushing station, the rest faces of the box body are all welded and packed by steel plates (5); lifting lugs (4) are symmetrically arranged in the symmetrical position of the steel plates (5); and concrete (1) is cast in the box body to form the independent integral steel box base. The integral steel box base is capable of triaxially confining the concrete so as to guarantee the strength. In addition, in order to guarantee the global stress of each integral steel box base, each mutually independent integral steel box base is also capable of being connected by a simple support steel beam through bolts to prevent the entire base from uneven settlement. When the crushing station is required to move from one place to another, each integral steel box base is suspended by the lifting lugs (4), moved to the destination and settled.
Description
Technical field
The invention belongs to the Equipment Foundations technical field, the integral steel box foundation that especially a kind of energy following crushing station moves.
Background technology
In traditional large-scale Crushing Station basis, be generally the concrete mass foundation, when Crushing Station need be torn open when moving, thus often because the reinforced concrete foundation scale of construction big remove that difficulty influences Crushing Station tear the shift-in degree open.And the cost height of reinforced concrete foundation, the basis cannot be reused after removing, and causes significant wastage.
Summary of the invention
For solving the problem that exists as mentioned above, the present invention has designed the integral steel box foundation that a kind of energy following crushing station moves, this integral steel box foundation splits into some steel box foundations little, that can lift to traditional bulk formula reinforced concrete foundation, can form the three-dimensional confined concrete to guarantee the intensity of integral steel box foundation.In order to guarantee the whole stressed of each integral steel box foundation, can pass through Bolt Connection together in addition by Simply-supported Steel Beams.
For achieving the above object, the present invention adopts following technical scheme:
The integral steel box foundation that described energy following crushing station moves, crisscross and be arranged in body structure around its integral steel box foundation by uniform distances by several angle steel, connect the steel mesh reinforcement of forming by reinforcing bar between each corresponding angle steel, casing its lap except that laying the Crushing Station one side is entirely with steel plate welding parcel, be symmetrical arranged hanger on the steel case, fluid concrete makes it to become an independently integral steel box foundation in the casing.
The integral steel box foundation that described energy following crushing station moves, its each separate integral steel box foundation can be by Simply-supported Steel Beams by Bolt Connection together.
Because adopt aforesaid technical scheme, the present invention has following superiority:
1, integral steel box foundation should be carried out foundation pad earlier before laying, and then integral steel box put got final product, thus tear open move fast, convenient;
2, available girder steel links up between each independent integral steel box foundation, to prevent whole foundation uneven settlement;
3, each independent integral steel box foundation is reusable, not only economy but also can economize on resources.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Among Fig. 1: the 1-concrete; The 2-angle steel; The 3-steel mesh reinforcement; The 4-hanger; The 5-steel plate.
The specific embodiment
As seen in Figure 1, the integral steel box foundation that energy following crushing station of the present invention moves, crisscross and be arranged in body structure around its integral steel box foundation by uniform distances by several angle steel (2), connect the steel mesh reinforcement of forming by reinforcing bar (3) between each corresponding angle steel (2), casing its lap except that laying the Crushing Station one side is used steel plate (5) welding parcel entirely, be symmetrical arranged hanger (4) at the symmetry place of steel plate (5), fluid concrete (1) makes it to become an independently integral steel box foundation in the casing.This integral steel box foundation can the three-dimensional confined concrete to guarantee its intensity.In order to guarantee the whole stressed of each integral steel box foundation, each separate integral steel box foundation also can pass through Bolt Connection together by Simply-supported Steel Beams, in case whole foundation uneven settlement in addition.
When needs move to another place when using with Crushing Station from a place, with hanger (4) each integral steel box foundation is sling, move to the destination and lay again and get final product.
Claims (2)
1, a kind of integral steel box foundation that can following crushing station moves, it is characterized in that: crisscross and be arranged in body structure around its integral steel box foundation by uniform distances by several angle steel (2), connect the steel mesh reinforcement of forming by reinforcing bar (3) between each corresponding angle steel (2), casing its lap except that laying the Crushing Station one side is used steel plate (5) welding parcel entirely, be symmetrical arranged hanger (4) at the symmetry place of steel plate (5), fluid concrete (1) makes it to become an independently integral steel box foundation in the casing.
2, the integral steel box foundation that moves according to the described energy of claim 1 following crushing station, it is characterized in that: its each separate integral steel box foundation can be by Simply-supported Steel Beams by Bolt Connection together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA200810049629XA CN101265709A (en) | 2008-04-25 | 2008-04-25 | Integral steel box foundation capable of moving following crushing station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA200810049629XA CN101265709A (en) | 2008-04-25 | 2008-04-25 | Integral steel box foundation capable of moving following crushing station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101265709A true CN101265709A (en) | 2008-09-17 |
Family
ID=39988374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200810049629XA Pending CN101265709A (en) | 2008-04-25 | 2008-04-25 | Integral steel box foundation capable of moving following crushing station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101265709A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130914A (en) * | 2018-01-12 | 2018-06-08 | 安徽理工大学 | A kind of structure and construction method for building settlement control |
-
2008
- 2008-04-25 CN CNA200810049629XA patent/CN101265709A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130914A (en) * | 2018-01-12 | 2018-06-08 | 安徽理工大学 | A kind of structure and construction method for building settlement control |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20080917 |