CN208586598U - Pipe pile composite foundation - Google Patents
Pipe pile composite foundation Download PDFInfo
- Publication number
- CN208586598U CN208586598U CN201820890299.6U CN201820890299U CN208586598U CN 208586598 U CN208586598 U CN 208586598U CN 201820890299 U CN201820890299 U CN 201820890299U CN 208586598 U CN208586598 U CN 208586598U
- Authority
- CN
- China
- Prior art keywords
- layer
- prefabricated tubular
- tubular pile
- pile
- composite foundation
- 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 relates to a kind of pipe pile composite foundations comprising lower layer and upper layer, the lower layer are prefabricated tubular pile layer, and upper layer is mattress layer, are spaced from each other between adjacent prefabricated tubular pile in prefabricated tubular pile layer；The prefabricated tubular pile top closure, the mattress layer are mixed by sandstone, and for mattress layer place mat on ground and prefabricated tubular pile top surface, mattress layer area coverage is greater than prefabricated tubular pile location.Such pipe pile composite foundation is using prefabricated tubular pile instead of CFG or cement mixing pile, and, the top of prefabricated tubular pile is closed, saving duration, pile quality are guaranteed, simultaneously, it is again more more economical than common pipe pile foundation, more convenient to construct, is more more economical than common pipe pile foundation, it can speed up the work, save a large amount of durations, to generate substantial economics.
Description
Technical field
The utility model relates to build composite foundation, especially a kind of pipe pile composite foundation.
Background technique
At present generally there is foundation treatment mode in specification: CFG pile composite foundation, cement mixing pile composite foundation, rigid pile
Composite foundation.These foundation treatment modes all have the shortcomings that one it is common: time-consuming too long, cost of labor accounting is too big, is difficult to
Guarantee pile quality.Present cost of labor proportion in entire project cost alreadys exceed 30%, but also on continuing
Rise.
Wherein, CFG, every stake machine can only make a call to 6 ~ 8 daily for cement mixing pile etc., and CFG, cement mixing pile beats
Foundation trench could be excavated after at least waiting 28 days after complete stake, time-consuming, greatly improves building cost.
Utility model content
The purpose of this utility model is to provide a kind of short construction period, reliable in quality, easy for construction, the economic effect of raising
Benefit effectively improves the pipe pile composite foundation of foundation bearing capacity, and to overcome, common composite foundation time-consuming is too long, cost of labor accounting
Too greatly, it is difficult to ensure the disadvantages of pile quality.
Purpose of the utility model is realized as follows:
A kind of pipe pile composite foundation, including lower layer and upper layer, it is characterised in that: the lower layer is prefabricated tubular pile layer, upper layer
For mattress layer, it is spaced from each other between adjacent prefabricated tubular pile in prefabricated tubular pile layer；The prefabricated tubular pile top closure, the mattress
Layer is mixed by sandstone, and for mattress layer place mat on ground and prefabricated tubular pile top surface, mattress layer area coverage is greater than prefabricated tubular pile
Location.When design, stake top absolute altitude it is 300 ~ 400mm(lower than sole plate bottom absolute altitude because mattress layer with a thickness of 200 ~
300mm, plain concrete cushion layer is with a thickness of 100mm).
The purpose of this utility model can also be solved using following technical measures:
As more specific scheme, distance is the 3.5 to 4.5 of prefabricated tubular pile diameter between the adjacent prefabricated tubular pile
Times.Same building monomer ground can squeeze into more prefabricated tubular piles, use weldering between two prefabricated tubular piles up and down of same position
It connects in succession.Specific stake is long, stake diameter, stake spacing can carry out appropriately configured according to the calculated result of disparity items, and stake top absolute altitude compares base
Plinth bottom plate bottom absolute altitude low 300 to 400mm.
As further embodiment, the prefabricated tubular pile top is equipped with sealing plate, and sealing plate closes prefabricated tubular pile top nozzle.
The top of prefabricated tubular pile carries steel ring, and sealing plate uses the steel plate equal with prefabricated tubular pile diameter, the steel ring of steel plate and prefabricated tubular pile
Firm welding.
Alternatively, the prefabricated tubular pile top is by filling sandwich layer closing.When stake top needs to cut stake, this side is taken
Formula is by prefabricated tubular pile top closure.
The corresponding sandwich layer that fills in the prefabricated tubular pile inner cavity is equipped with sealing plate, and sealing plate seals the position of certain altitude in prefabricated tubular pile
It closes.
The filling sandwich layer is C30 microdilatancy pea gravel concreten layer, with a thickness of 500mm.
As further embodiment, the mattress layer with a thickness of 200mm to 300mm.
The mattress layer is coarse sand, middle sand, macadam gradating sandstone, and the partial size of rubble is less than or equal to 30mm, and mattress layer rams
Degree of filling out (ratio of mattress layer thickness and virtual resurfacing thickness after compacting) is less than or equal to 0.9.Rubble cannot use cobble.
Plain concrete cushion layer and sole plate are successively arranged on the mattress layer, plain concrete cushion layer is located at mattress layer area
Within the scope of.
The mattress layer periphery has more 400mm or more than plain concrete cushion layer.
The beneficial effects of the utility model are as follows:
(1) such pipe pile composite foundation uses prefabricated tubular pile instead of CFG or cement mixing pile, also, to prefabricated pipe
The top of stake is closed, and saving duration, pile quality are guaranteed, meanwhile, and it is more more economical than common pipe pile foundation, more square
Just it constructs, is more more economical than common pipe pile foundation, can speed up the work, save a large amount of durations, to generate great economy
Benefit；
(2) prefabricated tubular pile pile quality used by such pipe pile composite foundation is secure, because tubular pole is finished peg,
Factory is directly prefabricated；
(3) prefabricated tubular pile used by such pipe pile composite foundation is more more economical than common pipe pile foundation, because than general
Logical pile foundation, which eliminates, to be anchored into cushion cap or sole plate reinforcing bar, eliminates core grouted concrete；
(4) such pipe pile composite foundation can once excavate in place, not need brick mold, facilitate construction；
(5) such pipe pile composite foundation is suitable for the basement process of various types of multilayers or skyscraper (as long as suitable
The soil property for closing pile foundation construction is all right).
Detailed description of the invention
Fig. 1 is an embodiment of the present invention schematic cross-sectional view.
Fig. 2 is to connect enlarged structure schematic diagram in Fig. 1 at the top of tubular pole.
Fig. 3 is to connect enlarged structure schematic diagram in the utility model at the top of another embodiment tubular pole.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and embodiments.
Embodiment one, referring to figure 1 and figure 2, a kind of pipe pile composite foundation, including lower layer and upper layer, the lower layer be
Prefabricated tubular pile layer, upper layer are mattress layer 4, are spaced from each other in prefabricated tubular pile layer between adjacent prefabricated tubular pile 1；The prefabricated tubular pile
1 top closure, the mattress layer 4 are mixed by sandstone, and 4 place mat of mattress layer is on 1 top surface of ground 3 and prefabricated tubular pile, mattress
4 area coverage of layer are greater than 1 location of prefabricated tubular pile.
Distance is 3.5 to 4.5 times of 1 diameter d of prefabricated tubular pile between the adjacent prefabricated tubular pile 1.
1 top of prefabricated tubular pile is equipped with sealing plate 2, and sealing plate 2 closes 1 top nozzle of prefabricated tubular pile.Sealing plate 2 is 3mm thick
Steel plate, diameter are suitable with 1 diameter of prefabricated tubular pile.Since 1 top of prefabricated tubular pile carries steel ring, when not needing to cut stake, will seal
Plate 2 is covered in 1 top of prefabricated tubular pile and firm welding.
The mattress layer 4 with a thickness of 200mm to 300mm.The mattress layer 4 be coarse sand, middle sand, macadam gradating sandstone,
The partial size of rubble is less than or equal to 30mm, and mattress layer 4 rams degree of filling out and is less than or equal to 0.9.
Plain concrete cushion layer 5(C15 element concrete bed course is successively arranged on the mattress layer 4) and sole plate 6, plain concrete pad
Layer 5 is located within 4 areal extent of mattress layer.4 periphery of mattress layer has more 400mm or more than plain concrete cushion layer 5.The element
5 periphery of concrete cushion has more 100 mm or more than sole plate 6.5 thickness of plain concrete cushion layer is about 100mm.
For building wall or column 7 on the sole plate 6.
Embodiment two, the difference with embodiment one are: it is shown in Figure 3, when needing to cut stake, and the prefabricated tubular pile 1
It is closed by filling sandwich layer 8 on top.The corresponding sandwich layer 8 that fills in 1 inner cavity of prefabricated tubular pile is equipped with sealing plate 2, and sealing plate 2 will be in prefabricated tubular pile 1
It closes the position of certain altitude.
The filling sandwich layer 8 is C30 microdilatancy pea gravel concreten layer, with a thickness of 500mm.
Claims (10)
1. a kind of pipe pile composite foundation, including lower layer and upper layer, it is characterised in that: the lower layer is prefabricated tubular pile layer, and upper layer is
Mattress layer (4) is spaced from each other in prefabricated tubular pile layer between adjacent prefabricated tubular pile (1)；Prefabricated tubular pile (1) top closure,
The mattress layer (4) is mixed by sandstone, and mattress layer (4) place mat is on ground (3) and prefabricated tubular pile (1) top surface, mattress layer
(4) area coverage is greater than prefabricated tubular pile (1) location.
2. pipe pile composite foundation according to claim 1, it is characterised in that: distance between the adjacent prefabricated tubular pile (1)
It is 3.5 to 4.5 times of prefabricated tubular pile (1) diameter.
3. pipe pile composite foundation according to claim 1, it is characterised in that: prefabricated tubular pile (1) top is equipped with sealing plate
(2), sealing plate (2) closes prefabricated tubular pile (1) top nozzle.
4. pipe pile composite foundation according to claim 1, it is characterised in that: prefabricated tubular pile (1) top is by filling sandwich layer
(8) it closes.
5. pipe pile composite foundation according to claim 4, it is characterised in that: prefabricated tubular pile (1) inner cavity is corresponding to fill sandwich layer
(8) sealing plate (2) are equipped with, sealing plate (2) closes the position of prefabricated tubular pile (1) interior certain altitude.
6. pipe pile composite foundation according to claim 4 or 5, it is characterised in that: the filling sandwich layer (8) is that C30 microdilatancy is thin
Stone concrete layer, with a thickness of 500mm.
7. pipe pile composite foundation according to claim 1, it is characterised in that: the mattress layer (4) with a thickness of 200mm extremely
300mm。
8. pipe pile composite foundation according to claim 1, it is characterised in that: the mattress layer (4) is coarse sand, middle sand, rubble
Graded sand and stone, the partial size of rubble are less than or equal to 30mm, and mattress layer (4) rams degree of filling out and is less than or equal to 0.9.
9. pipe pile composite foundation according to claim 1, it is characterised in that: be successively arranged plain coagulation on the mattress layer (4)
Soil padding (5) and sole plate (6), plain concrete cushion layer (5) are located within mattress layer (4) areal extent.
10. pipe pile composite foundation according to claim 9, it is characterised in that: mattress layer (4) periphery is than plain concrete pad
Layer (5) has more 400mm or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820890299.6U CN208586598U (en) | 2018-06-09 | 2018-06-09 | Pipe pile composite foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820890299.6U CN208586598U (en) | 2018-06-09 | 2018-06-09 | Pipe pile composite foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208586598U true CN208586598U (en) | 2019-03-08 |
Family
ID=65536154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820890299.6U Expired - Fee Related CN208586598U (en) | 2018-06-09 | 2018-06-09 | Pipe pile composite foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208586598U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775006A (en) * | 2018-06-09 | 2018-11-09 | 广东博意建筑设计院有限公司 | Pipe pile composite foundation |
-
2018
- 2018-06-09 CN CN201820890299.6U patent/CN208586598U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775006A (en) * | 2018-06-09 | 2018-11-09 | 广东博意建筑设计院有限公司 | Pipe pile composite foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204059124U (en) | A kind of sand drain strong rammer grouting behind shaft or drift lining foundation reinforcing structure | |
| CN105089061B (en) | Ultra-deep foundation pit supporting method | |
| CN206667278U (en) | Lava crack Tunnel gushing treatment constructing structure | |
| CN202898930U (en) | By-river reinforced roadbed structure | |
| CN103184734A (en) | Implanted and grouted compound pile and construction method | |
| CN105625294A (en) | Composite foundation and construction method thereof | |
| CN103061328A (en) | Post-grouting gravel pile with sand wall wing plates and construction method | |
| CN102877470B (en) | Combined soil nailing construction method for supporting | |
| CN103469701A (en) | Construction method for preparing foamed light soil in site in integrated form to fill substructure of high-speed rail | |
| CN103806433A (en) | Foundation backfill reinforcement method | |
| CN203213101U (en) | Embedding grouting combined pile | |
| CN203066056U (en) | Post-grouting gravel pile with sand wall wing plates, and special immersed pipe for post-grouting gravel pile | |
| CN104480956B (en) | A kind of minor diameter mold-bagged concrete pile composite foundation | |
| CN208586598U (en) | Pipe pile composite foundation | |
| CN208293531U (en) | A kind of mini pile soil composite structure of controllable variance sedimentation | |
| CN206902740U (en) | A kind of retaining structure reinforced for weak soil cutting | |
| CN206902734U (en) | A kind of earth construction of soft foundation zone | |
| CN104328797B (en) | High slope large curvy wall building construction engineering method | |
| CN107143149A (en) | A kind of existing masonry structure building sets up the construction method of basement | |
| CN207452938U (en) | Composite foundation reinforced cantilever retaining wall structure | |
| CN207727514U (en) | A kind of library basin antiseepage is anti-to lift structure | |
| CN110172988A (en) | A kind of piling formula composite concrete placement ground and its construction method | |
| CN106120853B (en) | A kind of inverted construction method of frame bridge | |
| CN108775006A (en) | Pipe pile composite foundation | |
| CN107558490A (en) | Composite foundation reinforcement rockfill barrier wall structure and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190308 Termination date: 20210609 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |