CN207032329U - A kind of device for solving Equipment Foundations sedimentation - Google Patents
A kind of device for solving Equipment Foundations sedimentation Download PDFInfo
- Publication number
- CN207032329U CN207032329U CN201720876737.9U CN201720876737U CN207032329U CN 207032329 U CN207032329 U CN 207032329U CN 201720876737 U CN201720876737 U CN 201720876737U CN 207032329 U CN207032329 U CN 207032329U
- Authority
- CN
- China
- Prior art keywords
- equipment foundations
- concrete layer
- external concrete
- steel
- sedimentation
- 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
Links
Abstract
The utility model discloses a kind of device for solving Equipment Foundations sedimentation, belong to building field, its structure includes steel-pipe pile, external concrete layer and reinforcing bar, described external concrete layer includes two, it is separately positioned on the both sides of Equipment Foundations, and two external concrete layers are symmetrical arranged, each it is connected respectively by more reinforcing bars between external concrete layer and Equipment Foundations, the bottom of each external concrete layer is respectively at least provided with two steel-pipe piles.Compared with prior art, a kind of device for solving Equipment Foundations sedimentation of the present utility model, which has, carries the gravity of equipment and Equipment Foundations by steel-pipe pile, solves Equipment Foundations sedimentation, the features such as material cost is lower is more saved compared to injecting treatment scheme, thus there is good application value.
Description
Technical field
A kind of building field is the utility model is related to, especially a kind of device for solving Equipment Foundations sedimentation.
Background technology
Equipment Foundations be typically seated in factory building foundation construction after the completion of backfill on, as backfill construct it is not up to standard, if
It is possible that Equipment Foundations settle after standby installation and operation, slip casting measure can be used to carry out foundation stabilization under normal circumstances.As returned
Banket thicker, grouting amount will be very big, and cost is higher, and grouting amount control is bad can also cause basic local arch to tilt.
Utility model content
Technical assignment of the present utility model is to provide a kind of Equipment Foundations that solve for above-mentioned deficiency of the prior art to sink
The device of drop, a kind of device for solving Equipment Foundations sedimentation has passes through steel pipe pile by the gravity of equipment and Equipment Foundations
Carry, solve Equipment Foundations sedimentation, the characteristics of material cost is lower is more saved compared to injecting treatment scheme.
Technical scheme is used by the utility model solves its technical problem：It includes steel-pipe pile, external concrete layer
And reinforcing bar, described external concrete layer include two, the both sides of Equipment Foundations, and two external concrete layers are separately positioned on
It is symmetrical arranged, is each connected respectively by more reinforcing bars between external concrete layer and Equipment Foundations, each external concrete layer
Bottom respectively at least provided with two steel-pipe piles.
Described external concrete layer is separately positioned on the front and rear sides of Equipment Foundations.
The length of each described external concrete layer is consistent with the length and thickness of Equipment Foundations respectively with thickness.
The bottom of each described external concrete layer is respectively arranged with two steel-pipe piles, and two steel-pipe piles are separately positioned on
The both ends of external concrete layer.
A diameter of 200-300mm of described steel-pipe pile.
The width of each described external concrete layer is 600mm.
The length of each described reinforcing bar is respectively 70 times of its diameter, and it stretches into the length of external concrete layer and stretched into
The equal length of Equipment Foundations.
The length of described steel-pipe pile is height of the external concrete layer bottom surface to undisturbed soil supporting course.
The length of described steel pipe column is height of the external concrete layer bottom surface to factory building foundation top surface.
Compared to the prior art a kind of device for solving Equipment Foundations sedimentation of the present utility model, has with following prominent
Beneficial effect：The gravity of equipment and Equipment Foundations is carried by steel-pipe pile, solves Equipment Foundations sedimentation, and compared at slip casting
Reason scheme, more saves material, the features such as can reducing cost.
Brief description of the drawings
Accompanying drawing 1 is a kind of overlooking the structure diagram for the device for solving Equipment Foundations sedimentation；
Accompanying drawing 2 is a kind of left view structural representation for the device for solving Equipment Foundations sedimentation；
Accompanying drawing 3 is a kind of the first use state figure of the device of solution Equipment Foundations sedimentation；
Accompanying drawing 4 is a kind of second of use state figure of device for solving Equipment Foundations sedimentation；
Description of reference numerals：1st, steel-pipe pile, 2, external concrete layer, 3, reinforcing bar, 4, Equipment Foundations, 5, factory building foundation, 6,
Undisturbed soil supporting course, 7, backfill.
Embodiment
A kind of device for solving Equipment Foundations sedimentation of the present utility model is made with reference to Figure of description 1 to accompanying drawing 4 following
Explain.
A kind of device for solving Equipment Foundations sedimentation of the present utility model, its structure include steel-pipe pile 1, external concrete layer
2 and reinforcing bar 3, described external concrete layer 2 includes two, is separately positioned on the both sides of Equipment Foundations 4, and two external coagulations
Soil layer 2 is symmetrical arranged, and is each connected respectively by more reinforcing bars 3 between external concrete layer 2 and Equipment Foundations 4, each external
The bottom of concrete layer 2 is respectively at least provided with two steel-pipe piles 1.
Described external concrete layer 2 is separately positioned on the front and rear sides of Equipment Foundations 4.
The length of each described external concrete layer 2 is consistent with the length and thickness of Equipment Foundations 4 respectively with thickness.
The bottom of each described external concrete layer 2 is respectively arranged with two steel-pipe piles 1, and two steel-pipe piles 1 are set respectively
Put at the both ends of external concrete layer 2.
A diameter of 200-300mm of described steel-pipe pile 1.
The width of each described external concrete layer 2 is 600mm.
The length of each described reinforcing bar 3 is respectively 70 times of its diameter, and it stretches into the length of external concrete layer 2 and stretched
Enter the equal length of Equipment Foundations 4.
When the steel-pipe pile 1 of the both sides of Equipment Foundations 4 is not fallen within factory building foundation 5, the length of described steel-pipe pile 1 is
Height of the external bottom surface of concrete layer 2 to undisturbed soil supporting course 6.
When the steel-pipe pile 1 of the both sides of Equipment Foundations 4 just falls on factory building foundation 5, the length of described steel-pipe pile is
Height of the external bottom surface of concrete layer 2 to the top surface of factory building foundation 5.
Steel-pipe pile 1 uses galvanized steel pile tube 1, and external concrete layer 2 is connected with Equipment Foundations 4 by reinforcing bar 3, external mixed
The end of steel-pipe pile 1 of the solidifying bottom of soil layer 2 gets to preferable original-pack native supporting course 6 or gets to factory building foundation 5 and pushes up through backfill 7
Face, because the weight of Equipment Foundations 4 is smaller, steel-pipe pile 1 can meet requirement for bearing capacity, prevent Equipment Foundations 4 from settling.
Illustrative embodiments listed above are only not to described by the utility model for understanding that the utility model is used
The restriction of technical scheme, the those of ordinary skill about field, on the basis of technical scheme described in claim, it can also make
Go out a variety of changes or deformation, all equivalent changes or deformation should all cover claims of the present utility model it
It is interior.Part is not described in detail for the utility model, is the known technology of those skilled in the art of the present technique.
Claims (9)
1. a kind of device for solving Equipment Foundations sedimentation, it is characterized in that：It is described including steel-pipe pile, external concrete layer and reinforcing bar
External concrete layer include two, be separately positioned on the both sides of Equipment Foundations, and two external concrete layers are symmetrical arranged, often
It is connected respectively by more reinforcing bars between individual external concrete layer and Equipment Foundations, the bottom of each external concrete layer is respectively extremely
Two steel-pipe piles are provided with less.
2. a kind of device for solving Equipment Foundations sedimentation according to claim 1, it is characterized in that：Described external concrete
Layer is separately positioned on the front and rear sides of Equipment Foundations.
3. a kind of device for solving Equipment Foundations sedimentation according to claim 2, it is characterized in that：It is external mixed described in each
The length of solidifying soil layer is consistent with the length and thickness of Equipment Foundations respectively with thickness.
4. a kind of device for solving Equipment Foundations sedimentation according to claim 1, it is characterized in that：It is external mixed described in each
The bottom of solidifying soil layer is respectively arranged with two steel-pipe piles, and two steel-pipe piles are separately positioned on the both ends of external concrete layer.
5. a kind of device for solving Equipment Foundations sedimentation according to claim 1, it is characterized in that：Described steel-pipe pile it is straight
Footpath is 200-300mm.
6. a kind of device for solving Equipment Foundations sedimentation according to claim 5, it is characterized in that：It is external mixed described in each
The width of solidifying soil layer is 600mm.
7. a kind of device for solving Equipment Foundations sedimentation according to claim 1, it is characterized in that：Each described reinforcing bar
Length is respectively 70 times of its diameter, and it stretches into the length of external concrete layer and stretches into the equal length of Equipment Foundations.
8. a kind of device for solving Equipment Foundations sedimentation according to claim 1, it is characterized in that：The length of described steel-pipe pile
Spend for the height of external concrete layer bottom surface to undisturbed soil supporting course.
9. a kind of device for solving Equipment Foundations sedimentation according to claim 1, it is characterized in that：The length of described steel pipe column
Spend for the height of external concrete layer bottom surface to factory building foundation top surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720876737.9U CN207032329U (en) | 2017-07-18 | 2017-07-18 | A kind of device for solving Equipment Foundations sedimentation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720876737.9U CN207032329U (en) | 2017-07-18 | 2017-07-18 | A kind of device for solving Equipment Foundations sedimentation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032329U true CN207032329U (en) | 2018-02-23 |
Family
ID=61464914
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720876737.9U Expired - Fee Related CN207032329U (en) | 2017-07-18 | 2017-07-18 | A kind of device for solving Equipment Foundations sedimentation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032329U (en) |
-
2017
- 2017-07-18 CN CN201720876737.9U patent/CN207032329U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101591904B (en) | Method for strengthening composite pile foundation by prepressing drainage and following grouting for drainage body | |
| CN203795465U (en) | Counterfort retaining wall structure suitable for deep and yielding ground foundation | |
| DE112019002113T5 (en) | Structure for lowering, reinforcing, lifting and leveling the pile foundation platform structure and construction methods therefor | |
| CN103938634A (en) | Deep foundation pit supporting structure and construction method | |
| CN104060601B (en) | The construction method of utilizing precast construction stake pile foundation to carry out ground processing | |
| CN201288327Y (en) | Toft foundation structure | |
| CN207032329U (en) | A kind of device for solving Equipment Foundations sedimentation | |
| CN101967832B (en) | Method for treating bottom structure of building in substation | |
| CN109056790A (en) | Stake three layers of retaining wall structure of support and construction method | |
| CN206157792U (en) | Complementary rectification reinforced structure of stake raft | |
| CN107988906A (en) | A kind of high intensity anchorage | |
| CN207685849U (en) | A kind of connection structure of concrete prefabricated cushion cap | |
| CN203821399U (en) | Deep foundation pit supporting structure | |
| CN212835477U (en) | Collapsible loess foundation structure | |
| CN102943480A (en) | Loess foundation pit supporting method | |
| CN102953393B (en) | Seismic box type cover structure for building liquefied foundation | |
| CN106087976B (en) | A kind of concrete prefabricated friction pile and pile sinking process | |
| CN213979026U (en) | Reinforcing structure of wisdom building site tower crane basis | |
| CN210288469U (en) | Soft soil foundation pile foundation cantilever retaining wall structure | |
| CN203782727U (en) | Soft soil foundation combined pile mesh structure | |
| CN201943094U (en) | Building foundation structure based on cement-based penetration-resistant waterproof coating | |
| CN205604310U (en) | A test device for studying pile foundation burden frictional resistance time effect | |
| CN105525595A (en) | Gabion-piled slab type debris flow retaining structure and implementation method thereof | |
| CN205152972U (en) | Become cross campshed of rigidity basis | |
| CN201512803U (en) | Structural layer used for preventing building from sinking and bottom layer structure in transformer substation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180223 Termination date: 20200718 |