CN207727558U - A kind of pile foundation quality control system - Google Patents
A kind of pile foundation quality control system Download PDFInfo
- Publication number
- CN207727558U CN207727558U CN201820042549.0U CN201820042549U CN207727558U CN 207727558 U CN207727558 U CN 207727558U CN 201820042549 U CN201820042549 U CN 201820042549U CN 207727558 U CN207727558 U CN 207727558U
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- CN
- China
- Prior art keywords
- fixedly connected
- baffle
- pile foundation
- hollow pipe
- fixed column
- 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
- 238000003908 quality control method Methods 0.000 title claims abstract description 13
- 238000009826 distribution Methods 0.000 claims abstract description 25
- 235000006508 Nelumbo nucifera Nutrition 0.000 claims abstract description 10
- 240000002853 Nelumbo nucifera Species 0.000 claims abstract description 10
- 235000006510 Nelumbo pentapetala Nutrition 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 abstract description 19
- 230000002787 reinforcement Effects 0.000 abstract description 19
- 239000010959 steel Substances 0.000 abstract description 19
- 238000010276 construction Methods 0.000 description 8
- 239000002689 soil Substances 0.000 description 7
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000004567 concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 239000011295 pitch Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002791 soaking Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of pile foundation quality control systems,Including cushion cap and hollow pipe,The cushion cap lower end is fixedly connected with hollow pipe,The cushion cap includes from top to bottom the second carrying lotus distribution layer successively,First carrying lotus distribution layer and drainage layer,The hollow pipe lower end is fixedly connected with fixed plate,The dead plate upper end is fixedly connected with baffle,The baffle side is fixedly connected with limited block by fixed link,The fixed plate lower end is fixedly connected with fixed column,The fixed column lower end is fixedly connected with inserted block,The fixed column both sides are both provided with convex block,The utility model is by being provided with baffle and limited block,When steel reinforcement cage is sleeved between hollow pipe and limited block,To which baffle and limited block are effectively limited and stopped to steel reinforcement cage,Avoid rubble that steel reinforcement cage is made to misplace,Steel reinforcement cage can be made to be stably placed in fixed plate,Ensure to pour the quality for completing drilled pile,Protect the life security of people.
Description
Technical field
The utility model is related to pile foundation, specially a kind of pile foundation quality control system.
Background technology
Pile foundation refers to the deep foundation being made of the pile framing of stake and connection stake top or the single-pile foundation being connect with pile foundation by column.
Pile foundation is a kind of ancient foundation pattern.The quantity of stake and arrangement should be determined according to superstructure and load situation in pile foundation.Column
Lower pile foundation also can side by side arrange into polygon with one with a clump of piles；Pile foundation is often arranged in rows under wall, when building load is big
With floor space hour, then it to be arranged to full hall stake in flakes.Building pile foundation is usually embedded footing on piles, low capped pile foundation plinth.In skyscraper, stake
Base application is extensive, and pile foundation is broadly divided into friction pile and bearing pile according to the Force principle on basis.1, friction pile system utilizes ground
The frictional force of layer and foundation pile to carry structure and can be divided into pressure pile and tension pile, be typically used for stratum without hard bearing bed
Or bearing bed is deeper.2, end-bearing pile system, which makes foundation pile be seated on bearing bed, makes that structure can be carried.It can divide according to form of construction work
For prefabricated pile and bored concrete pile.3, prefabricated reinforced concrete pile is driven underground by piling machine for prefabricated pile.Advantage is that material saves,
Intensity is high, is suitable for the building of high requirement, the disadvantage is that difficulty of construction is high, it is long to be limited the construction time by mechanical quantity.4, it is perfused
Stake upper drilling on construction ground first, placing concrete is put into after reaching required depth by reinforcing bar.Advantage is that difficulty of construction is low,
Especially artificial digging pile can not be limited by mechanical quantity, and all pile foundations are carried out at the same time construction, greatly save the time, be lacked
Point is low bearing capacity, takes material.
But in drilled pile process of construction, we often into steel reinforcement cage casting concrete cast drilled pile, but
During practice of construction, the bottom end of drilling there are rubble due to causing the when of placing steel reinforcement cage reinforcing bar occur to misplace, lead
It causes steel reinforcement cage to tilt, influences the quality for pouring the drilled pile of completion, cause pile foundation quality unqualified, it is difficult to the appraisal to cause
Consequence.For this purpose, it is proposed that a kind of pile foundation quality control system.
Utility model content
The purpose of this utility model is to provide a kind of pile foundation quality control systems, to solve to propose in above-mentioned background technology
The problem of.
To achieve the above object, the utility model provides the following technical solutions：A kind of pile foundation quality control system, including hold
Platform and hollow pipe, the cushion cap lower end are fixedly connected with hollow pipe, and the cushion cap includes from top to bottom the second carrying lotus successively
Distribution layer, the first carrying lotus distribution layer and drainage layer, the hollow pipe lower end are fixedly connected with fixed plate, the dead plate upper end
It is fixedly connected with baffle, the baffle side is fixedly connected with limited block by fixed link, and the fixed plate lower end is fixedly connected
There are fixed column, the fixed column lower end to be fixedly connected with inserted block, the fixed column both sides are both provided with convex block.
Preferably, the hollow pipe surface is provided with through-hole.
Preferably, the fixed column particular number is provided with three groups, and three groups of fixed column triangular shape distributions.
Preferably, the inserted block is the inserted block of pyramidal structure.
Preferably, the baffle is the baffle of arc structure, and particular number is provided with four groups.
Compared with prior art, the utility model has the beneficial effects that：
1. the utility model by being provided with baffle and limited block, is sleeved on by steel reinforcement cage between hollow pipe and limited block
When, to which baffle and limited block are effectively limited and stopped to steel reinforcement cage, avoid rubble that steel reinforcement cage is made to misplace, it can
So that steel reinforcement cage is stably placed in fixed plate, ensures to pour the quality for completing drilled pile, protect the life security of people.
2. the utility model is risen by being provided with the first load distribution layer and the second load distribution layer, two groups of load distribution layers
Arrived the effect to building uniform load, and the first load distribution layer and be added in the second load distribution layer lime and
Pitch, lime and pitch have soaking effect, after pitch and lime water suction, the soil of surrounding can be hardened, to reinforce two
The fixed function of group load distribution layer and soil, substantially increases the quality of pile foundation.
3. the utility model is by being provided with fixed column, and fixed column is provided with three groups, and distribution triangular in shape improves
Stability of the fixed column on firm stratum, to improve the stability of drilled pile so that pile foundation is more firm.
Description of the drawings
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is the utility model fixed plate overlooking structure diagram；
Fig. 3 is the utility model fixed column structural schematic diagram；
Fig. 4 is the utility model fixed column mounting structure schematic diagram.
In figure：1 cushion cap, 2 hollow pipes, 3 through-holes, 4 fixed plates, 5 fixed columns, 6 baffles, 7 drainage layers, the distribution of 8 first load
Layer, 9 second load distribution layers, 10 limited blocks, 11 fixed links, 12 convex blocks, 13 inserted blocks.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 4 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of pile foundation quality control system, including cushion cap 1
With hollow pipe 2,1 lower end of the cushion cap is fixedly connected with hollow pipe 2, and the cushion cap 1 includes from top to bottom the second carrying successively
Lotus distribution layer 9, first carries lotus distribution layer 8 and drainage layer 7, and 2 lower end of the hollow pipe is fixedly connected with fixed plate 4, described solid
4 upper end of fixed board is fixedly connected with baffle 6, and 6 side of the baffle is fixedly connected with limited block 10, the fixation by fixed link 11
4 lower end of plate is fixedly connected with fixed column 5, and 5 lower end of the fixed column is fixedly connected with inserted block 13, and 5 both sides of the fixed column are all provided with
It is equipped with convex block 12.
Further, 2 surface of the hollow pipe is provided with through-hole 3, and through-hole 3 is convenient for the ponding in hollow pipe 2 being discharged, be carried
The high service life of hollow pipe 2.
Further, 5 particular number of the fixed column is provided with three groups, and three groups of 5 triangular shape of fixed column distributions, carries
High stability of the fixed column 5 on firm stratum, to improve the stability of drilled pile so that pile foundation is more firm.
Further, the inserted block 13 is the inserted block 13 of pyramidal structure, and taper inserted block 13 is solid convenient for squeezing into inserted block 13
Soil layer improves installation effectiveness.
Further, the baffle 6 is the baffle of arc structure, and particular number is provided with four groups, effectively to reinforcing bar
Cage is limited and is stopped, avoids rubble that steel reinforcement cage is made to misplace, and steel reinforcement cage can be made to be stably placed in fixed plate 4,
Ensure to pour the quality for completing drilled pile, protects the life security of people.
Specifically, in use, be fixed on fixed column 5 is triangular in shape in stake holes, and the convex block 12 of 5 both sides of fixed column can be with
Weak soil is squeezed, improves the stability of fixed column 5, fixed plate 4 is then placed on fixation by effective impacting soil outward
On column 5, steel reinforcement cage is being sleeved between hollow pipe 2 and limited block 10 so that steel reinforcement cage be against hollow pipe 2 and limited block 10 it
Between, then the casting concrete in steel reinforcement cage, casts drilled pile, and baffle 6 and limited block 10 effectively limit steel reinforcement cage
Position and blocking, avoid rubble that steel reinforcement cage is made to misplace, steel reinforcement cage can be made to be stably placed in fixed plate 4, ensure to pour
Complete drilled pile quality, protect the life security of people, finally carry out cushion cap pour, and cushion cap 1 from top to bottom successively by
Second carrying lotus distribution layer 9, first carries lotus distribution layer 8 and drainage layer 7 forms, and two groups of load distribution layers are played to building
The effect of uniform load, and lime and pitch, lime is added in the first load distribution layer 8 and in the second load distribution layer 9
There is soaking effect with pitch, after pitch and lime water suction, the soil of surrounding can be hardened, to reinforce two groups of load distributions
The fixed function of layer and soil, substantially increases the quality of pile foundation, and drainage layer 7 can be effectively by the moisture content in pile foundation by filtering
Water layer 7 is discharged.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of pile foundation quality control system, including cushion cap（1）And hollow pipe（2）, the cushion cap（1）Lower end is fixedly connected free
Heart pipe（2）, it is characterised in that：The cushion cap（1）Include from top to bottom the second carrying lotus distribution layer successively（9）, first carrying
Lotus distribution layer（8）And drainage layer（7）, the hollow pipe（2）Lower end is fixedly connected with fixed plate（4）, the fixed plate（4）Upper end
It is fixedly connected with baffle（6）, the baffle（6）Side passes through fixed link（11）It is fixedly connected with limited block（10）, the fixation
Plate（4）Lower end is fixedly connected with fixed column（5）, the fixed column（5）Lower end is fixedly connected with inserted block（13）, the fixed column
（5）Both sides are both provided with convex block（12）.
2. a kind of pile foundation quality control system according to claim 1, it is characterised in that：The hollow pipe（2）Surface is set
It is equipped with through-hole（3）.
3. a kind of pile foundation quality control system according to claim 1, it is characterised in that：The fixed column（5）Specific number
Amount is provided with three groups, and three groups of fixed columns（5）Triangular shape is distributed.
4. a kind of pile foundation quality control system according to claim 1, it is characterised in that：The inserted block（13）For taper knot
The inserted block of structure.
5. a kind of pile foundation quality control system according to claim 1, it is characterised in that：The baffle（6）For circular arc knot
The baffle of structure, and particular number is provided with four groups.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820042549.0U CN207727558U (en) | 2018-01-11 | 2018-01-11 | A kind of pile foundation quality control system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820042549.0U CN207727558U (en) | 2018-01-11 | 2018-01-11 | A kind of pile foundation quality control system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727558U true CN207727558U (en) | 2018-08-14 |
Family
ID=63081958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820042549.0U Expired - Fee Related CN207727558U (en) | 2018-01-11 | 2018-01-11 | A kind of pile foundation quality control system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727558U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109655338A (en) * | 2018-12-13 | 2019-04-19 | 深圳宏业基岩土科技股份有限公司 | The method for controlling rock-socketed piles quality |
-
2018
- 2018-01-11 CN CN201820042549.0U patent/CN207727558U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109655338A (en) * | 2018-12-13 | 2019-04-19 | 深圳宏业基岩土科技股份有限公司 | The method for controlling rock-socketed piles quality |
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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: 20180814 |