CN110397030A - A kind of construction method of cast-in-place lattice steel concrete stiffness stake - Google Patents
A kind of construction method of cast-in-place lattice steel concrete stiffness stake Download PDFInfo
- Publication number
- CN110397030A CN110397030A CN201810381329.5A CN201810381329A CN110397030A CN 110397030 A CN110397030 A CN 110397030A CN 201810381329 A CN201810381329 A CN 201810381329A CN 110397030 A CN110397030 A CN 110397030A
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- Prior art keywords
- steel
- cast
- lattice
- concrete
- stake
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to a kind of construction methods of cast-in-place lattice steel concrete stiffness stake; construction including cement mixing pile; the production of lattice type steel angle cage skeleton; coarse aggregate concrete is filled as stake core by lattice type steel angle cage frame center, and coarse aggregate concrete merges to form cast-in-place lattice steel concrete stiffness stake with lattice type steel angle cage skeleton and cement mixing method.It is an advantage of the invention that quick construction, energy conservation and environmental protection is without squeezing soil, and bearing capacity is higher, and globality is strong, low cost.
Description
Technical field
The invention belongs to base pit engineering technical fields, and in particular to a kind of construction party of cast-in-place lattice steel concrete stiffness stake
Method can be used for the construction of building pile foundation engineering and Foundation Pit Support Engineering.This technique can effectively avoid the soil compaction of traditional prefabricated tubular pile
Influence to surrounding enviroment；Compared to the mud contamination of conventional borehole stake, this technique is without mud emission, safety and environmental protection.
Background technique
Currently used engineering pile is divided into prefabricated pile and bored concrete pile.
Cast-in-situ bored pile generally uses mud off pore-forming, under water placing concrete technology, is easy to appear broken pile, contracting
Neck, concrete disintegration and that bottom hole loosened soil or sediment are blocked up and other issues, there are speed of applications is slow, cost is high, mud contamination ring
The disadvantages of border.
Precast reinforced concrete piles are a kind of domestic most commonly used pile-type, the shapes such as, round rectangular using section.It is prefabricated
Stake pile sinking mode have hammering method, vibratory drilling method and static pressure method, have many advantages, such as reliable in quality, speed of application fastly, low cost.But
It belongs to Squeezing Soil Pile, and when construction easily causes surrounding land upheaval, can also cause that adjacent stake is floated in place sometimes, during the pile driving process
Extruding is generated to the soil body, neighboring buildings, road, underground utilities etc. is influenced, easily causes dispute, in order to avoid driving piles to ring around
The influence in border needs to increase additional protection expense, so its use is limited by many conditions.
Summary of the invention
According to the deficiencies of the prior art described above, It is an object of the present invention to provide a kind of cast-in-place lattice steel concrete stiffnesses
Stake, by the cement mixing pile constructed, being pressed into lattice type steel angle cage skeleton, the filling of lattice type steel angle cage frame center is thick
Skeletal grain concrete merges to form cast-in-place lattice with lattice type steel angle cage skeleton and cement mixing method as stake core, coarse aggregate concrete
Structure formula steel concrete stiffness stake, gives full play to the compression strength of concrete, and the tensile property and soil cement of lattice type steel angle cage skeleton are stirred
Mix the sealing performance of stake.
The object of the invention realization is completed by following technical scheme:
A kind of cast-in-place lattice steel concrete stiffness stake, it is characterised in that the cast-in-place lattice steel concrete stiffness stake includes including water
The construction of mud mixing pile, the production of lattice type steel angle cage skeleton, lattice type steel angle cage frame center fill coarse aggregate concrete and make
For stake core, coarse aggregate concrete merges to form cast-in-place lattice steel concrete stiffness with lattice type steel angle cage skeleton and cement mixing method
Stake.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the production of the lattice type steel angle cage skeleton is by 4
The square that root angle steel and steel plate are welded from top to bottom is uniformly arranged horizontal steel plate between every 2 angle steel, at a certain distance
Arrangement is welded.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the size of the lattice type steel angle cage skeleton can
Freely to adjust spacing according to angle steel and junction steel plate, field fabrication.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the stake core filler is coarse aggregate concrete, broken
Stone grain diameter is 10~30mm.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the cast-in-place lattice steel concrete stiffness stake is by first applying
Work cement mixing method is pressed into lattice type steel angle cage skeleton in mixing pile, injects coarse aggregate in lattice type steel angle cage skeleton
Concrete.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the lattice type steel angle cage skeleton can be single-unit,
It is also possible to more piece to be spliced.
The invention has the advantages that
Compared to traditional prefabricated tubular pile, this technique effectively reduces soil compaction influence caused by surrounding enviroment.It is same meeting
In the case where bearing capacity, 20% or more is saved than tradition prefabricated tubular pile cost.
Compared with conventional borehole bored concrete pile, this technique is pollution-free to surrounding enviroment without mud emission.Lattice type steel angle cage bone
Frame field fabrication, skeleton size can adjust according to actual needs, and easy to make, securely and reliably, stability is strong.It is same meeting
In the case where equal bearing capacities, 15% or more is saved than conventional borehole bored concrete pile cost.
Detailed description of the invention
Fig. 1 Fig. 2 is structural schematic diagram of the invention
14 angle steel of lattice type steel angle cage skeleton 2 coarse aggregate concrete, 3 cement mixing method, 5 steel plate
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in Fig. 1 Fig. 2,
A kind of cast-in-place lattice steel concrete stiffness stake, it is characterised in that the cast-in-place lattice steel concrete stiffness stake includes including water
The construction of mud mixing pile 3, the production of lattice type steel angle cage skeleton 1,1 center-filled coarse aggregate concrete of lattice type steel angle cage skeleton
2 are used as stake core, and coarse aggregate concrete 2 merges to form cast-in-place lattice steel with lattice type steel angle cage skeleton 1 and cement mixing method 3
Concrete stiffness stake.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the production of the lattice type steel angle cage skeleton 1 is by 4
The square that root angle steel 4 and steel plate 5 are welded from top to bottom is uniformly arranged horizontal steel plate 5 between every 2 angle steel 4, by certain
Distance arrangement is welded.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the stake core filler is coarse aggregate concrete 2, broken
Stone grain diameter is 10~30mm.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the cast-in-place lattice steel concrete stiffness stake is by first applying
Work cement mixing method 3 is pressed into lattice type steel angle cage skeleton 1 in mixing pile 3, injects in lattice type steel angle cage skeleton 1 thick
Skeletal grain concrete 2.
The cast-in-place lattice steel concrete stiffness stake, it is characterised in that the lattice type steel angle cage skeleton 1 can be single-unit,
It is also possible to more piece to be spliced.
Claims (6)
1. a kind of construction method of cast-in-place lattice steel concrete stiffness stake, which is characterized in that the cast-in-place lattice steel concrete stiffness
Stake includes the construction for including cement mixing pile, and the production of lattice type steel angle cage skeleton, the filling of lattice type steel angle cage frame center is slightly
Skeletal grain concrete merges to form cast-in-place lattice with lattice type steel angle cage skeleton and cement mixing method as stake core, coarse aggregate concrete
Structure formula steel concrete stiffness stake.
2. cast-in-place lattice steel concrete stiffness stake according to claim 1, which is characterized in that the lattice type steel angle cage bone
The production of frame is the square being welded by 4 angle steel and steel plate, is from top to bottom uniformly arranged horizontal steel between every 2 angle steel
Plate is arranged successively and is welded.
3. cast-in-place lattice steel concrete stiffness stake according to claim 1, which is characterized in that the lattice type steel angle cage bone
The size of frame freely adjusts spacing according to angle steel and junction steel plate.
4. cast-in-place lattice steel concrete stiffness stake according to claim 1, which is characterized in that the stake core filler is thick
Skeletal grain concrete, ballast grain sizes are 10~30mm.
5. cast-in-place lattice steel concrete stiffness stake according to claim 1, which is characterized in that the cast-in-place lattice steel concrete
Stiffness stake is pressed into lattice type steel angle cage skeleton by cement mixing method of first constructing in mixing pile, then in lattice type steel angle cage
Coarse aggregate concrete is injected in skeleton.
6. cast-in-place lattice steel concrete stiffness stake according to claim 1, which is characterized in that the lattice type steel angle cage skeleton
It can be single-unit, be also possible to more piece and be spliced.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810381329.5A CN110397030A (en) | 2018-04-25 | 2018-04-25 | A kind of construction method of cast-in-place lattice steel concrete stiffness stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810381329.5A CN110397030A (en) | 2018-04-25 | 2018-04-25 | A kind of construction method of cast-in-place lattice steel concrete stiffness stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110397030A true CN110397030A (en) | 2019-11-01 |
Family
ID=68319980
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810381329.5A Pending CN110397030A (en) | 2018-04-25 | 2018-04-25 | A kind of construction method of cast-in-place lattice steel concrete stiffness stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110397030A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2587933Y (en) * | 2002-12-25 | 2003-11-26 | 曾毅学 | Reinforced cement composite pile |
| CN104652446A (en) * | 2015-01-14 | 2015-05-27 | 中铁第四勘察设计院集团有限公司 | Temporary steel lattice column core filling device and method thereof |
-
2018
- 2018-04-25 CN CN201810381329.5A patent/CN110397030A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2587933Y (en) * | 2002-12-25 | 2003-11-26 | 曾毅学 | Reinforced cement composite pile |
| CN104652446A (en) * | 2015-01-14 | 2015-05-27 | 中铁第四勘察设计院集团有限公司 | Temporary steel lattice column core filling device and method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20191101 |
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| WD01 | Invention patent application deemed withdrawn after publication |