CN202595759U - Independent pile foundation platform basic mechanism - Google Patents
Independent pile foundation platform basic mechanism Download PDFInfo
- Publication number
- CN202595759U CN202595759U CN 201220133833 CN201220133833U CN202595759U CN 202595759 U CN202595759 U CN 202595759U CN 201220133833 CN201220133833 CN 201220133833 CN 201220133833 U CN201220133833 U CN 201220133833U CN 202595759 U CN202595759 U CN 202595759U
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- cushion cap
- floors
- foundation
- free
- basis
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Abstract
The utility model relates to an independent pile foundation platform basic mechanism. The basic mechanism comprises floors, cushion cap foundations and pipe piles, wherein the floors have half-frame structures; the foot parts of the floors are connected with independent cushion cap foundations; and the pipe piles are connected to the lower sides of the cushion cap foundations. Compared with the prior art, the independent pile foundation platform basic mechanism has the advantages: a small-sized foundation is arranged independently below each upright post, and each small-sized foundation is connected with another small-sized foundation through a continuous beam, so that the overall performances of the foundations are ensured; meanwhile, the basic floors are provided with frame structures, the loads of the floors are transmitted to frame posts through frame beams, and the foundation load is uniform in the form of transmitting load to the cushion cap foundations through the frame posts, so that sedimentation can be prevented.
Description
Technical field
The utility model relates to a kind of fundamental mechanism, especially relates to a kind of free-standing pile supported platform fundamental mechanism.
Background technology
The domestic construction industry is in the aedicula basic engineering construction at present, and the basis is all more shallow, and indoor terrace is generally all built on backfill.Owing to the indoor terrace cracking phenomena often occurs, and carry out emphasis control, and formulate the generation that anti-common quality defect measure prevents this phenomenon, but effect is not satisfactory as common quality defect.
Several kinds of base forms commonly used have raft type basis (pile foundation), strip foundation (pile foundation), according to the difference of geological condition, can adopt pile foundation to combine with it simultaneously, or directly be seated on the natural ground in addition.
Strip foundation (pile foundation): this type of is the comparison traditional design method; Its basic characteristics be arranged to grade beam crisscross latticed; Generally be divided into strip foundation (solid-walled structure) under strip foundation under columns (frame construction) and the wall; Owing to there is not sole plate in the middle of the grid; 0.000m layer is not provided with Vierendeel girder and floor system yet, so indoor terrace places on the indoor back fill course, modal in the substation project construction in the past is exactly that the structure types (strip foundation under columns) of capacitor chamber often adopts this kind mode.
Raft type basis (pile foundation): these type of basic characteristics are that the basis adopts big base plate to add the form of beam; Be equivalent to an inverted roof, bottom slab stress and sedimentation are even, and its indoor superstructure all is arranged to frame system; There is not indoor backfill, floor sedimentation and stressed even.
The utility model content
The purpose of the utility model is exactly the free-standing pile supported platform fundamental mechanism that provides a kind of in order to overcome the defective that above-mentioned prior art exists and can prevent sedimentation, guarantees the base integral performance.
The purpose of the utility model can realize through following technical scheme:
A kind of free-standing pile supported platform fundamental mechanism comprises floor, cushion cap basis and pile tube, and described floor is half shaped as frame structure, and the foot of floor all is connected with independently cushion cap is basic, and described pile tube is connected the below on cushion cap basis.
Described floor is made up of the column of vertical structure and the tie-beam of horizontal structure.
The foot of described floor is connected with the cast of cushion cap basis.
Install on the ground on described cushion cap basis.
The first half of described pile tube is plugged in the cushion cap basis, and the latter half is plugged in the stratum.
All be inserted with two comb stakes in each cushion cap basis.
Compared with prior art, the utility model all independently is provided with a small-sized basis below each column, connect with continuous beam between each small-sized basis; Guarantee the base integral performance; Simultaneously be arranged to frame construction to basic floor, the floor load passes to frame column through Vierendeel girder, passes to the form on cushion cap basis through frame column; Ground load is even, therefore can prevent sedimentation.
Description of drawings
Fig. 1 is the structural representation of the utility model.
1 is that floor, 2 is that cushion cap basis, 3 is pile tube among the figure.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is elaborated.
Embodiment
A kind of free-standing pile supported platform fundamental mechanism, its structure is as shown in Figure 1, comprises floor 1, cushion cap basis 2 and pile tube 3; Floor 1 is half shaped as frame structure, is made up of the column of vertical structure and the tie-beam of horizontal structure, and the foot of floor 1 all is connected with 2 cast of the basis of cushion cap independently; Pile tube 3 is connected the below on cushion cap basis 2; The first half of pile tube 3 is plugged in the cushion cap basis 2, and the latter half is plugged in the stratum, all is inserted with two comb stakes 3 in each cushion cap basis 2.
The load of free-standing pile supported platform fundamental mechanism is studied the back to be found; Its Load Transfer pattern is almost consistent with the valve plate basis; Be plate → beam → (post) → cushion cap basis → soil layer (this soil layer is old soil) or pile foundation equally, effectively avoided causing the phenomenon of terrace cracking owing to the differential settlement of backfill.
Claims (6)
1. free-standing pile supported platform fundamental mechanism; It is characterized in that this fundamental mechanism comprises floor, cushion cap basis and pile tube, described floor is half shaped as frame structure; The foot of floor all is connected with independently cushion cap is basic, and described pile tube is connected the below on cushion cap basis.
2. a kind of free-standing pile supported platform fundamental mechanism according to claim 1 is characterized in that described floor is made up of the column of vertical structure and the tie-beam of horizontal structure.
3. a kind of free-standing pile supported platform fundamental mechanism according to claim 1 is characterized in that, the foot of described floor is connected with the cast of cushion cap basis.
4. a kind of free-standing pile supported platform fundamental mechanism according to claim 1 is characterized in that, install on the ground on described cushion cap basis.
5. a kind of free-standing pile supported platform fundamental mechanism according to claim 1 is characterized in that the first half of described pile tube is plugged in the cushion cap basis, and the latter half is plugged in the stratum.
6. a kind of free-standing pile supported platform fundamental mechanism according to claim 1 is characterized in that, all is inserted with two comb stakes in each cushion cap basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220133833 CN202595759U (en) | 2012-03-31 | 2012-03-31 | Independent pile foundation platform basic mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220133833 CN202595759U (en) | 2012-03-31 | 2012-03-31 | Independent pile foundation platform basic mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202595759U true CN202595759U (en) | 2012-12-12 |
Family
ID=47313309
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220133833 Expired - Lifetime CN202595759U (en) | 2012-03-31 | 2012-03-31 | Independent pile foundation platform basic mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202595759U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953569A (en) * | 2012-11-11 | 2013-03-06 | 苏州金螳螂建筑装饰股份有限公司 | Indoor independent gantry structure |
-
2012
- 2012-03-31 CN CN 201220133833 patent/CN202595759U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953569A (en) * | 2012-11-11 | 2013-03-06 | 苏州金螳螂建筑装饰股份有限公司 | Indoor independent gantry structure |
| CN102953569B (en) * | 2012-11-11 | 2015-07-29 | 苏州金螳螂建筑装饰股份有限公司 | indoor independent gantry structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121212 |