CN209493960U - A kind of bracing means reinforced for foundation bearing - Google Patents
A kind of bracing means reinforced for foundation bearing Download PDFInfo
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- CN209493960U CN209493960U CN201920104843.4U CN201920104843U CN209493960U CN 209493960 U CN209493960 U CN 209493960U CN 201920104843 U CN201920104843 U CN 201920104843U CN 209493960 U CN209493960 U CN 209493960U
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- foundation
- compaction pile
- plummer
- pile
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Abstract
The utility model discloses a kind of bracing means reinforced for foundation bearing, including basic foundation, basic foundation is equipped with several foundation pits, clay layer, sandy soil layer, bed course are successively arranged in foundation pit from bottom to up, bed course is equipped with evenly arranged compaction pile, and the circumferencial direction of compaction pile is equipped with fixed plate, and the top of compaction pile is equipped with plummer, the top of plummer is equipped with reinforcing layer, and the top of reinforcing layer is equipped with concrete valve plate.The utility model compared with prior art the advantages of be: the cooperation of basic foundation and compaction pile realizes that economic benefits and social benefits are reinforced, and is poured more stable inside integrated compaction pile, long service life, and internal reinforcing bar reinforces firm power；The cone-shaped structure of pile crown is more convenient to be goed deep into ground, and soil-entering resistance is small, and structure is simple, easy to use, the problem of being fixed by fixed plate, compaction pile is effectively prevent to tilt；Plummer, reduces the situation of building collapsing, and the netted reinforcing layer of steel wire enhances firm power, improves safety coefficient.
Description
Technical field
The utility model relates to technical field of buildings, in particular to a kind of bracing means reinforced for foundation bearing.
Background technique
Present engineering construction is rapidly developing, regardless of being all the more to build the more high in rural area or city floor.So
One high buildings and large mansions is most important to be exactly whether ground consolidates, however in practical ground work progress, always it will appear somely
Base settling amount is excessive, expansive soil foundation damage, ground uneven, frozen soil foundation loss occur, fall into the damage of property loess foundation etc. asks
Topic.For safe and reliable, the bearing capacity for needing to take corresponding foundation reinforcement method to improve ground, thus very well of ground
Guarantee ground stability.
Common reinforcement means, which changes, fills out Sand-gravel-cushion Technioue, heavy-tamping method, compaction pile method etc., changes and fills out Sand-gravel-cushion Technioue master in strengthening construction
It is used for the processing of shallow-layer soft foundation and unevened foundaton.Every time we in construction, first shallow surface soft layer or
The non-uniform soil layer of person is cut out, and then backfills material that is hard, comparing coarse grain diameter again, and compacting forms bed course；Heavy-tamping method, using beating
Rammer tool or equipment ram soil, and the moisture in soil is discharged, accelerates the consolidation of soil, improves the compactness and carrying of soil
Power.Currently, what is relatively mostly used is exactly compaction pile method, both the lower section installation compaction pile or casting compaction pile on ground, were enhanced
The bearing capacity of ground.But existing apparatus structure is relatively simple, bearing capacity is not strong, and is easily damaged, after damage not
Easily replacement causes building to go wrong, is easy when casting if compaction pile is being easy to tilt to side by the power in ground
Cast-in-place note is uneven, leads to Local Damaged.
Utility model content
The technical problems to be solved in the utility model is to overcome the defect of above-mentioned technology, provides security performance higher one kind
The bracing means reinforced for foundation bearing.
In order to solve the above technical problems, technical solution provided by the utility model are as follows: it is a kind of for foundation bearing reinforce
Bracing means, including basic foundation, the basic foundation are equipped with several foundation pits, successively set from bottom to up in the foundation pit
There are clay layer, sandy soil layer, bed course, the bed course is equipped with evenly arranged compaction pile, and the compaction pile is cylindrical-shaped structure, institute
The bottom end for stating compaction pile is equipped with the conical pile crown contacted with soil, and the circumferencial direction of the compaction pile is equipped with fixed plate,
The fixed plate is fixed with bed course, and the top of the compaction pile is equipped with the plummer of foundation stabilization, the bottom of the plummer
Portion is connect with compaction pile, and the plummer is surrounded by reinforcing rib, and the top of the plummer is equipped with reinforcing layer, the reinforcing
The top of layer is equipped with concrete valve plate.
As an improvement, the compaction pile is cast-type integrated molding, the inside of the compaction pile is equipped with several reinforcing bars.
As an improvement, the fixed plate include the annulus being fixed on compaction pile, be welded on it is several straight on annular ring peripheral
Gusset.
As an improvement, the L-square is equipped with threaded hole.
As an improvement, the reinforcing layer is the steel wire of grid lines.
The utility model compared with prior art the advantages of be: the cooperation of basic foundation and compaction pile realizes that economic benefits and social benefits add
Gu being poured more stable inside integrated compaction pile, long service life, cast-type compaction pile is easy to exist in casting casting extremely
The density at angle, casting is unstable, is easily broken off under the erosion of rainwater soil, and internal reinforcing bar reinforces firm power；The circle of pile crown
Cone structure is more convenient to be goed deep into ground, and soil-entering resistance is small, and structure is simple, easy to use, is fixed, is fastened by fixed plate
Screw the problem of threadingly fixed plate and ground are linked together, compaction pile effectively prevent to tilt by hole；Plummer reduces building
The situation that object collapses, the netted reinforcing layer of steel wire enhance firm power, improve safety coefficient.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram for the bracing means reinforced for foundation bearing of the utility model.
It is as shown in the figure: 1, basic foundation, 2, foundation pit, 3, clay layer, 4, sandy soil layer, 5, bed course, 6, compaction pile, 7, stake
Head, 8, fixed plate, 8.1, annulus, 8.2, annulus, 9, plummer, 10, reinforcing layer, 11, concrete valve plate.
Specific embodiment
The bracing means reinforced for foundation bearing a kind of to the utility model does further detailed with reference to the accompanying drawing
Explanation.
In conjunction with attached drawing, a kind of bracing means reinforced for foundation bearing, including basic foundation 1, basic foundation 1 are equipped with
Several foundation pits 2, clay layer 3, sandy soil layer 4, bed course 5 are successively arranged in foundation pit 2 from bottom to up, and bed course 5 is equipped with uniformly row
The compaction pile 6 of cloth, compaction pile 6 are cast-type integrated molding, and the inside of compaction pile 6 is equipped with several reinforcing bars, and compaction pile 6 is cylindric
Structure, the bottom end of compaction pile 6 are equipped with the conical pile crown 7 contacted with soil, and the circumferencial direction of compaction pile 6 is equipped with fixed plate
8, fixed plate 8 is fixed with bed course 5, and fixed plate 8 includes the annulus 8.1 being fixed on compaction pile 6, is welded on the circle of annulus 8.2
Several L-squares 8.2 on week, L-square 8.2 are equipped with threaded hole, and the top of compaction pile 6 is equipped with the plummer 9 of foundation stabilization,
The bottom of plummer 9 is connect with compaction pile 6, and plummer 9 is surrounded by reinforcing rib, and the top of plummer 9 is equipped with reinforcing layer 10,
Reinforcing layer 10 is the steel wire of grid lines, and the top of reinforcing layer 10 is equipped with concrete valve plate 11.
The utility model in the specific implementation, digs out foundation pit, backfilling material clay layer, sandy soil on basic foundation first
Then compaction pile is fixed on bed course, basic foundation and compaction pile by layer, bed course, compacting by the pile crown and fixed plate of circular cone
Cooperation realize that economic benefits and social benefits are reinforced, be poured more stable inside integrated compaction pile, long service life, cast-type compaction pile is being poured
There is casting dead angle in Shi Rongyi, the density of casting is unstable, is easily broken off under the erosion of rainwater soil, and internal reinforcing bar is reinforced
Support beam and the plummer of support stringer split, are then fixed on compaction pile by firm power, and the netted reinforcing layer of steel wire increases
Firm power by force, improves safety coefficient, finally installs concrete valve plate.
The utility model and embodiments thereof are described above, this description is no restricted, shown in attached drawing
Be also one of the embodiments of the present invention, actual structure is not limited to this.All in all if this field
Those of ordinary skill is enlightened by it, without deviating from the purpose of the present invention, not inventively design with
The similar frame mode of the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (5)
1. a kind of bracing means reinforced for foundation bearing, it is characterised in that: including basic foundation (1), the basic foundation
(1) several foundation pits (2) are equipped with, are successively arranged clay layer (3), sandy soil layer (4), pad in the foundation pit (2) from bottom to up
Layer (5), the bed course (5) are equipped with evenly arranged compaction pile (6), and the compaction pile (6) is cylindrical-shaped structure, described compacted
The bottom end of stake (6) is equipped with the conical pile crown (7) contacted with soil, and the circumferencial direction of the compaction pile (6), which is equipped with, to be fixed
Plate (8), the fixed plate (8) are fixed with bed course (5), and the top of the compaction pile (6) is equipped with the plummer of foundation stabilization
(9), the bottom of the plummer (9) is connect with compaction pile (6), and the plummer (9) is surrounded by reinforcing rib, the carrying
The top of platform (9) is equipped with reinforcing layer (10), and the top of the reinforcing layer (10) is equipped with concrete valve plate (11).
2. a kind of bracing means reinforced for foundation bearing according to claim 1, it is characterised in that: the compaction pile
(6) it is integrally formed for cast-type, the inside of the compaction pile (6) is equipped with several reinforcing bars.
3. a kind of bracing means reinforced for foundation bearing according to claim 1, it is characterised in that: the fixed plate
It (8) include the annulus (8.1) being fixed on compaction pile (6), several L-squares (8.2) being welded on annulus (8.2) circumference.
4. a kind of bracing means reinforced for foundation bearing according to claim 3, it is characterised in that: the L-square
(8.2) it is equipped with threaded hole.
5. a kind of bracing means reinforced for foundation bearing according to claim 1, it is characterised in that: the reinforcing layer
It (10) is the steel wire of grid lines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920104843.4U CN209493960U (en) | 2019-01-22 | 2019-01-22 | A kind of bracing means reinforced for foundation bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920104843.4U CN209493960U (en) | 2019-01-22 | 2019-01-22 | A kind of bracing means reinforced for foundation bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209493960U true CN209493960U (en) | 2019-10-15 |
Family
ID=68155621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920104843.4U Active CN209493960U (en) | 2019-01-22 | 2019-01-22 | A kind of bracing means reinforced for foundation bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209493960U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863522A (en) * | 2019-12-04 | 2020-03-06 | 盐城市朱庄城市开发建设有限公司 | Subsidence area building prevents sinking reinforced structure |
| CN111576487A (en) * | 2020-06-01 | 2020-08-25 | 许庆仁 | Underground engineering foundation bottom plate structure and construction method thereof |
-
2019
- 2019-01-22 CN CN201920104843.4U patent/CN209493960U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863522A (en) * | 2019-12-04 | 2020-03-06 | 盐城市朱庄城市开发建设有限公司 | Subsidence area building prevents sinking reinforced structure |
| CN111576487A (en) * | 2020-06-01 | 2020-08-25 | 许庆仁 | Underground engineering foundation bottom plate structure and construction method thereof |
| CN111576487B (en) * | 2020-06-01 | 2021-02-09 | 广东佰业泰建设工程有限公司 | Underground engineering foundation bottom plate structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 201600 Building 1, 1128 Wenhui Road, Songjiang District, Shanghai Patentee after: SHANGHAI YUANFENG UNDERGROUND ENGINEERING TECHNOLOGY Co.,Ltd. Patentee after: Zhang Li Address before: Room 307, Building 16, No. 4588 Honghai Road, Sanxing Town, Chongming District, Shanghai, 202150 (Shanghai Sanxing Economic Community) Patentee before: SHANGHAI YUANFENG UNDERGROUND ENGINEERING TECHNOLOGY Co.,Ltd. Patentee before: Zhang Li |