CN206053401U - A kind of thin stake reinforcement discharges rectification joint reinforcement structure - Google Patents
A kind of thin stake reinforcement discharges rectification joint reinforcement structure Download PDFInfo
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- CN206053401U CN206053401U CN201620992237.7U CN201620992237U CN206053401U CN 206053401 U CN206053401 U CN 206053401U CN 201620992237 U CN201620992237 U CN 201620992237U CN 206053401 U CN206053401 U CN 206053401U
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Abstract
The utility model discloses a kind of thin stake reinforcement discharges rectification joint reinforcement structure, it is related to existing building engineering rectification and reinforcement of building field, including existing basis, original place base, reinforcement stake and stress relief grooves and additional preloading, offer on the little areas outside soil layer of existing foundation settlement and promote the side foundation settlement for the stress relief grooves for discharging stress, work is applied in original place base in the big region of existing foundation settlement has multiple reinforcement stakes to prevent the side base plinth from continuing sedimentation, by constantly coordinating reinforcing, Stress Release, preloading promotees heavy and other effects to realize rectification righting, the purpose only sunk.Rectification that this utility model is reinforced in building inclination rectification is rapid, only it is heavy significantly, it is easy construction, safe and reliable.
Description
Technical field
This utility model is related to the realm of building construction, particularly existing building rectification and reinforcement of building field.
Background technology
At present in existing building rectification and reinforcement of building more than using water under high pressure soil digging forced landing grouting behind shaft or drift lining reinforcing by the way of, be exactly
The soil layer drilling in the less basis outside of existing building sedimentation is placed into the pvc pipe or steel pipe of certain length, then uses high pressure
Pump priming, water under high pressure from nose end overflow while, the soil body that will be changed into mud near drilling end extrudes existing foundation bottom,
The amount of fetching earth is controlled by the mud amount of outflow, so as to reach the purpose to building inclination rectification righting.Although this method is simple,
But rectification speed is slow, it is not easy to correction amount expected from control, and there is larger construction risk excessive rectification possibly even occur
Or the risk of reversed dip；And As time goes on, building basis deep foundation base is because may continue to by water reduction
Slowly it is deformed, existing building basis most probably occurs differential settlement again, is also accomplished by entangling building again
Incline righting；Side is force-landed again simultaneously by the way of grouting and reinforcing is prevented inclining again it is difficult to ensure that anti-effect of inclining again, and so on, increased
Work and life band while workload also to nearby residents is known clearly inconvenience, therefore this form of construction work does not have the safety for using
Property.
Utility model content
The purpose of this utility model is：Propose that a kind of thin stake reinforcement discharges rectification joint reinforcement structure, entangle in building
Incline reinforcing when rectification is rapid, only heavy effect is significant, it is easy construction, safe and reliable.
The purpose of this utility model is realized by following technical proposals：
A kind of thin stake reinforcement discharges rectification joint reinforcement structure, including existing basis, original place base, stress relief grooves and adds
Preloading and reinforcement stake, offer the stress relief grooves for the release of base pressure on the outside ground of existing foundation settlement zonule
And the additional preloading of timely and appropriate discovery, applying work in the original place base in the big region of existing foundation settlement has multiple reinforcement stakes.
Alternatively, reinforcement stake is vertically arranged at existing ground beneath, and by punching and its all side anchors on existing basis
Muscle is linked with existing basis to be fixed.
Alternatively, reinforcement stake is applied prior to stress relief grooves.
Alternatively, stress relief grooves bottom land is less than existing basis.
Alternatively, Stress Release groove sidewall is provided with safeguard structure.
Alternatively, additional preloading is provided with according to Stress Release state on the basis of sedimentation smaller area is existing.
Alternatively, additional preloading can apply before and after stress relief grooves are excavated.
Alternatively, closely knit backfill is additionally provided with stress relief grooves.
Aforementioned this utility model main formula case and its each further selection scheme can be with independent assortments to form multiple schemes,
Can adopt for this utility model and claimed scheme；And this utility model, (each non conflicting selection) select between and
Can also independent assortment and other selections between.Those skilled in the art are after the present invention program is understood according to prior art and public affairs
Know that general knowledge can understand there is multiple combination, be the claimed technical scheme of this utility model, here does not do exhaustion.
The beneficial effects of the utility model：
1) existing globality preferably, settle on the basis of larger position after perforate using building loading as counter-force plant
Stake preliminary latch, make existing basis and reinforcement stake sharing lood；
2) implement stress relief grooves on the less outside edge basis of sedimentation using existing basic globality to be compeled in batches
Drop reaches rectification effect；
3) existing building loading or additional preloading is made full use of to accelerate rectification efficiency；
4) the later stage additional deformation of stress relief grooves backfill further increases rectification effect
5) stress relief grooves backfill and reinforcement is dredged stake and effectively prevents from inclining again and returning inclining；
6) big machinery implements stress relief grooves and small machine carries out indoor plant stake, accelerates rectification and reinforcing；
7) construct using existing basis is lower, it is to avoid most of resident family's resettlement and Construction on Environment harmful effect.
Description of the drawings
Fig. 1 is the planar structure schematic diagram of this utility model embodiment；
Fig. 2 is the facade structures schematic diagram of this utility model embodiment；
In figure, 1 is existing basis, and 2 is original place base, and 3 is stress relief grooves, and 4 is reinforcement stake.
Specific embodiment
This utility model is further described with reference to specific embodiments and the drawings.
With reference to shown in Fig. 1,2, a kind of thin stake reinforcement release rectification joint reinforcement structure, including existing basic 1, original place base 2,
Stress relief grooves 3 and reinforcement stake 4, offer for discharging answering for stress on the outside soil layer of the little side of existing basic 1 sedimentation
Power release groove 3.Construction in the original place base 2 of the existing basic big side of 1 sedimentation has multiple reinforcement stakes 4, and part reinforcement stake 4 is vertically arranged
Below existing basic 1, perforate on existing basic 1 is linked with reinforcement stake 4 and is fixed.After returning satisfaction design rectification of inclining, implementation section is mended
The strong implantation of stake 4 construction, to reinforce existing basic 1,4 pile sinking of reinforcement stake must be carried out after rectification meets design requirement, in order to avoid
Increase gradient.3 side wall of stress relief grooves is provided with safeguard structure, in case 3 side wall of stress relief grooves collapses.In stress relief grooves 3
Backfill is carried out after rectification terminates closely knit.As shown in Fig. 2 settle on the left of in the of existing basic 1 it is less, and right side sedimentation it is larger, therefore
Outside soil layer excavates stress relief grooves 3 on the left of existing basic 1, discharges stress rectification, then former in existing basic 1 lower right-hand side
Implement reinforcement stake 4 in ground 2 and be implanted into reinforcing.
This utility model construction method：
1st, fully grasp the heeling condition of existing building；
2nd, overall process monitors existing foundation deformation；
3rd, implementation section reinforcement stake implantation construction preliminary latch before rectification；
4th, settle little basis outside and implement stress relief grooves or additional preloading, and adjusted according to soil layer and character and rectification state
It is whole to apply order；
5th, stress relief grooves are excavated and keeps that to close on foundation side wall basicly stable；
6th, implement remaining reinforcement stake implantation after returning satisfaction design rectification of inclining to construct and seal stake；
7th, rectification and backfill after reinforcing stabilization stress relief grooves guaranteeing fill it is closely knit；
8th, deformation monitoring is until meet steady-state conditionss.
Preferred embodiment of the present utility model is the foregoing is only, it is not to limit this utility model, all at this
Any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in this utility model
Protection domain within.
Claims (6)
1. a kind of thin stake reinforcement discharges rectification joint reinforcement structure, it is characterised in that：Release including existing basis, original place base, stress
Groove and additional preloading and reinforcement stake are put, is offered on the outside ground of existing foundation settlement zonule for the release of base pressure
Stress relief grooves and additional preloading, applying work in the original place base in the big region of existing foundation settlement has multiple reinforcement stakes.
2. a kind of thin stake reinforcement as claimed in claim 1 discharges rectification joint reinforcement structure, it is characterised in that：Reinforcement stake is vertical
Existing ground beneath is arranged at, and by punching and its periphery dowel and existing basis link fixation on existing basis.
3. a kind of thin stake reinforcement as claimed in claim 1 discharges rectification joint reinforcement structure, it is characterised in that：Stress relief grooves
Bottom land is less than existing basis.
4. a kind of thin stake reinforcement as claimed in claim 1 discharges rectification joint reinforcement structure, it is characterised in that：Stress relief grooves
Side wall is provided with safeguard structure.
5. a kind of thin stake reinforcement as claimed in claim 1 discharges rectification joint reinforcement structure, it is characterised in that：Sedimentation is compared with cell
Additional preloading is provided with according to Stress Release state on the basis of domain is existing.
6. a kind of thin stake reinforcement as claimed in claim 1 discharges rectification joint reinforcement structure, it is characterised in that：Stress relief grooves
Closely knit backfill is additionally provided with inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620992237.7U CN206053401U (en) | 2016-08-30 | 2016-08-30 | A kind of thin stake reinforcement discharges rectification joint reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620992237.7U CN206053401U (en) | 2016-08-30 | 2016-08-30 | A kind of thin stake reinforcement discharges rectification joint reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053401U true CN206053401U (en) | 2017-03-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620992237.7U Active CN206053401U (en) | 2016-08-30 | 2016-08-30 | A kind of thin stake reinforcement discharges rectification joint reinforcement structure |
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| Country | Link |
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| CN (1) | CN206053401U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083433A (en) * | 2018-08-06 | 2018-12-25 | 徽都建设有限公司 | A kind of building inclination rectification reinforcement means |
| CN112879561A (en) * | 2021-01-12 | 2021-06-01 | 桂林理工大学 | Support structure suitable for vertical pressure vessel |
-
2016
- 2016-08-30 CN CN201620992237.7U patent/CN206053401U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083433A (en) * | 2018-08-06 | 2018-12-25 | 徽都建设有限公司 | A kind of building inclination rectification reinforcement means |
| CN112879561A (en) * | 2021-01-12 | 2021-06-01 | 桂林理工大学 | Support structure suitable for vertical pressure vessel |
| CN112879561B (en) * | 2021-01-12 | 2023-03-10 | 桂林理工大学 | Support structure suitable for vertical pressure vessel |
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