CN207079613U - A kind of building pile foundation anti-deflection device - Google Patents
A kind of building pile foundation anti-deflection device Download PDFInfo
- Publication number
- CN207079613U CN207079613U CN201720794989.7U CN201720794989U CN207079613U CN 207079613 U CN207079613 U CN 207079613U CN 201720794989 U CN201720794989 U CN 201720794989U CN 207079613 U CN207079613 U CN 207079613U
- Authority
- CN
- China
- Prior art keywords
- pile foundation
- support
- deflection device
- bar
- fixed block
- 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
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of building pile foundation anti-deflection device, it is intended to solves the problems, such as pile foundation lateral deviation, its drip irrigation device is：Including along the circumferentially disposed some support components of pile foundation, the support component includes being embedded in inside pile foundation and extending some default bars on pile foundation surface in advance, the support pier on ground is arranged at, is supported in and is used for the telescopic adjusting rod for adjusting pile foundation perpendicularity between default bar and support pier.It is of the present utility model that there is the advantages of preventing pile foundation lateral deviation.
Description
Technical field
Building pile foundation field is the utility model is related to, more specifically, it relates to a kind of pile foundation anti-deflection device.
Background technology
At present, building trade is growing, requirement of the construction industry to pile foundation also more and more higher, in face of complicated geological bar
Pile foundation under part, building unit generally require to spend substantial amounts of manpower and materials, to reinforce the stability of pile foundation.Building
Engineering pile type of foundation is more, but generally use cast-in-place concrete pile, and pile foundation has the small and more uniform spy of high capacity, settling amount
Point, various engineering geological conditions and various types of engineerings are almost can apply to, be especially adapted for use in building in weak pile foundation
On heavy construction thing.Therefore in coastal and soft clay area, pile foundation is than wide.
In the coastal, area such as lake along the river, because of the particularity in its geographical position, a large amount of buildings are located at mud or Muddy Bottoms soil
Area, because geology is softer, pile foundation can deflect after burying.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of building for regulation pile foundation perpendicularity
Build pile foundation anti-deflection device.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of building pile foundation is anti-bias
Device, including along the circumferentially disposed some support components of pile foundation, the support component includes being embedded in inside pile foundation and extending in advance
Some default bars on pile foundation surface, the support pier on ground is arranged at, is supported between default bar and support pier and is used to adjust pile foundation
The telescopic adjusting rod of perpendicularity.
By using above-mentioned technical proposal, support component is circumferentially arranged can to support pile foundation, pile foundation is fixed more
Firmly；Some support components can adjust the pile foundation to deflect in all directions, and regulation is more efficient；The adjustable length of adjusting rod
Degree, when pile foundation deflects, the perpendicularity of pile foundation is adjusted by adjusting rod；Default bar and support pier can make default bar effective
Ground supports pile foundation without loosening.
The utility model is further arranged to：The support component also includes the fixed block for being fixed on default bar, described solid
Determine block and be provided with the fixing hole coordinated with default bar, the fixed block passes through default bar to fit in pile foundation, the adjusting rod branch
Support on fixed block.
By using above-mentioned technical proposal, the fixing hole on fixed block passes through default bar, and it is pre- to be that fixed block is supported in
If on bar, fixed block fits in pile foundation, make fixed block is firm must be fixed in pile foundation, effectively can provide branch for support bar
Support, makes the connection of adjusting rod and fixed block more firm, when adjusting adjusting rod, the junction of adjusting rod and pile foundation will not occur
Activity, and then support and regulation of the adjusting rod to pile foundation are more efficient.
The utility model is further arranged to：The support component is also supported in support pier including one end, and the other end is fixed
In the telescopically adjustable support bar of fixed block, the support bar is horizontally disposed with.
By using above-mentioned technical proposal, support bar is fixed on fixed block, and then is fixed in pile foundation, fixed block and support
One end of pier connection is hinged, and makes the easier for installation of support bar；When pile foundation deflects, the they sup-port of relevant position
In on fixed block, making, the deflection of pile foundation is more difficult；Support bar can be with telescopic adjustment, with its length of the offset adjusted according to pile foundation
Degree.
The utility model is further arranged to：The support pier is provided with to be embedded in support pier and extends the spiral shell of support pier in advance
Bar, support pier, which is additionally provided with, is fed through the support block that screw rod fits in support pier, and adjusting rod is articulated and connected in support block.
By using above-mentioned technical proposal, screw pre-buried is in support pier, so as to effectively be fixed on support pier, support block
Support pier is fitted in through screw rod so that support block is firmly supported at without loosening on support pier, and then makes to be supported in
The support bar and adjusting rod of support block are more convenient in regulation, are mounted so as to also more firm.
The utility model is further arranged to：The fixed block surface is provided with horizontally disposed horizontal bubble instrument.
By using above-mentioned technical proposal, horizontally disposed horizontal bubble instrument can show whether pile foundation deflects, with
Just the perpendicularity of pile foundation is adjusted according to horizontal bubble instrument.
The utility model is further arranged to：The support bar and adjusting rod include two reverse screw mandrels positioned at both ends
With the sleeve for connecting two reverse screw mandrels and coordinating with wire rod thread.
By using above-mentioned technical proposal, the length of support bar and adjusting rod can be adjusted by reverse screw mandrel and sleeve,
And then make when pile foundation deflects, pile foundation can be made perpendicular to ground by adjusting the length of support bar and adjusting rod.
The utility model is further arranged to：The screw rod bushing, which is provided with to match somebody with somebody with wire rod thread, merges the lock for contradicting sleeve ends
Set.
By using above-mentioned technical proposal, lock tube contacts at sleeve ends by coordinating with wire rod thread, and then makes sleeve
Locked is more firm, will not be loosened under the pressure of pile foundation.
The utility model is further arranged to：The swingle for being symmetrical arranged rotation lock tube is fixed with the lock tube.
By using above-mentioned technical proposal, symmetrically arranged swingle can increase moment of torsion during lock tube regulation, make lock tube
Regulation it is more laborsaving.
In summary, the utility model has the advantages that：
First, pile foundation part above ground level is provided with adjusting rod and support bar, pass through the level being installed on fixed block
Bubble instrument can observe whether pile foundation tilts, and the stake to deflect can be adjusted by the adjusting rod and support bar of adjustable length
Base, to adjust the perpendicularity of pile foundation, make pile foundation perpendicular to ground；
Second, by circumferentially disposed some support components, the deflection of pile foundation in all directions can be adjusted.
Brief description of the drawings
Fig. 1 is the overall schematic of the present embodiment；
Fig. 2 is the support component schematic diagram of the present embodiment；
Fig. 3 is the support bar sectional view of the present embodiment.
In figure：1st, pile foundation；11st, ground；2nd, support component；21st, bar is preset；211st, upper default bar；212nd, lower default bar；
22nd, adjusting rod；23rd, support pier；231st, screw rod；232nd, nut；24th, fixed block；241st, fixing hole；242nd, otic placode；25th, horizontal gas
Steep instrument；26th, support block；261st, hinged block；27th, support bar；271st, screw mandrel；272nd, sleeve；273rd, handle；274th, internal thread；
275th, external screw thread；28th, lock tube；29th, swingle.
Embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
A kind of building pile foundation anti-deflection device, as shown in figure 1, four groups of support groups of the pile foundation 1 including support above ground level 11
Part 2, four groups of support components 2 are circumferentially disposed along pile foundation 1 and two adjacent groups support component 2 is in 90 degree of angles.
As shown in Figures 2 and 3, support component 2 include it is default with steel reinforcement cage and the vertical default bar protruded from outside pile foundation
21 and pour in the support pier 23 on ground 11 and the adjusting rod 22 being arranged between default bar 21 and support pier 23.Default bar
21 be reinforcing bar, and it is two that it is vertically arranged along pile foundation 1, which to preset bar 21, respectively upper default bar 211 and lower default bar 212, lower default
Bar 212 is embedded in closely at face 11 in advance, and upper default bar 211 is pre-buried to its upper.
Fixed block 24 is fixed with default bar 21, the fixing hole 241 being adapted to default bar 21 is offered on fixed block 24, in advance
If the protrusion pile foundation 1 of bar 21 is partly installed in fixing hole 241, fixed block 24 is fitted in pile foundation 1.It is provided with fixed block 24
Horizontally disposed horizontal bubble instrument 25, it can observe whether pile foundation 1 offsets by horizontal bubble instrument 25.
Be welded with two otic placodes being parallel to each other 242 on fixed block 24, the one end of adjusting rod 22 be articulated with two otic placodes 242 it
Between.The one end of adjusting rod 22 away from fixed block 24 is superposed on the support pier 23 on ground 11.
Support pier 23 is the cubic bodily form, is embedded with the screw rod 231 being vertically arranged respectively on corner, screw rod 231 extends branch
Support the upper surface of pier 23 and be fed through the support block 26 for fitting in the upper surface of support pier 23, fixation is threaded with screw rod 231
The nut 232 of support block 26.
Hinged block 261 is connected with support block 26, adjusting rod 22 is articulated with hinged block 261.The length of adjusting rod 22
It is adjustable, judge whether pile foundation 1 is vertical with ground 11 by observing horizontal bubble instrument 25, can be corresponding by adjusting if any tilting
Adjusting rod 22 adjusts the perpendicularity of pile foundation 1.
Support bar 27, one end weldering of the support bar 27 away from support block 26 are also hinged with hinged block 261 in support block 26
Connect on the fixed block 24 with lower default bar 212, support bar 27 is horizontally disposed, and when pile foundation 1 deflects, support bar 27 is logical
Cross fixed block 24 to contact in pile foundation 1, reduce the amount of deflection of pile foundation 1.
Support bar 27 and adjusting rod 22 include two positioned at two screw mandrels 271 of the reverse screw mandrel 271 of end and connection
Sleeve 272, the both ends of sleeve 272 are provided with the internal thread 274 coordinated with the external screw thread 275 of screw mandrel 271.The middle part of sleeve 272 is welded with two
The individual handle 273 being oppositely arranged, two screw mandrels 271 are threaded in or out by the turnbarrel 272 of rotating handles 273, regulation branch
The length of strut 27 and adjusting rod 22, make pile foundation 1 perpendicular to ground 11.
Sleeve 272 is combined with the annular lock tube 28 for contradicting sleeve 272 with the both ends screw thread that two screw mandrels 271 are connected, and passes through
The side wall of lock tube 28, which contradicts sleeve 272, can make sleeve 272 be connected more firm with screw mandrel 271.It is connected with lock tube 28
The central shaft of vertical sleeve 272 and two swingles 29 being oppositely arranged, lock tube 28 is adjusted by swingle 29, makes the tune of lock tube 28
Section is more convenient.
Operation principle：The part of pile foundation 1 above ground level 11 is provided with adjusting rod 22 and support bar 27, by being installed on fixation
Horizontal bubble instrument 25 on block 24 can observe whether pile foundation 1 tilts, and pass through the adjusting rod 22 and support bar 27 of adjustable length
The pile foundation 1 to deflect can be adjusted, to adjust the perpendicularity of pile foundation 1, makes pile foundation 1 perpendicular to ground 11.By circumferentially disposed
Four groups of support components 2, the deflection of pile foundation 1 in all directions can be adjusted.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (8)
- A kind of 1. building pile foundation anti-deflection device, it is characterised in that：Including along the circumferentially disposed some support components (2) of pile foundation (1), The support component (2) includes being embedded in pile foundation (1) inside in advance and extends some default bars (21) on pile foundation (1) surface, sets Support pier (23) in ground (11), it is supported between default bar (21) and support pier (23) and is used to adjust pile foundation (1) perpendicularity Telescopic adjusting rod (22).
- A kind of 2. building pile foundation anti-deflection device according to claim 1, it is characterised in that：The support component (2) is also wrapped The fixed block (24) for being fixed on default bar (21) is included, the fixed block (24) is provided with the fixing hole coordinated with default bar (21) (241), the fixed block (24) passes through default bar (21) to fit in pile foundation (1), and the adjusting rod (22) is supported in fixed block (24) on.
- A kind of 3. building pile foundation anti-deflection device according to claim 2, it is characterised in that：The support component (2) is also wrapped Include one end and be supported in support pier (23), the other end is fixed on the telescopically adjustable support bar (27) of fixed block (24), the branch Strut (27) is horizontally disposed.
- A kind of 4. building pile foundation anti-deflection device according to claim 3, it is characterised in that：The support pier (23) is provided with It is embedded in support pier (23) in advance and extends the screw rod (231) of support pier (23), support pier (23), which is additionally provided with, is fed through screw rod (231) The support block (26) of support pier (23) is fitted in, adjusting rod (22) is articulated and connected in support block (26).
- A kind of 5. building pile foundation anti-deflection device according to claim 4, it is characterised in that：Fixed block (24) the surface peace Equipped with horizontally disposed horizontal bubble instrument (25).
- A kind of 6. building pile foundation anti-deflection device according to claim 5, it is characterised in that：The support bar (27) and regulation Bar (22) include positioned at both ends two reverse screw mandrels (271) and connect two reverse screw mandrels (271) and with screw mandrel (271) spiral shell The sleeve (272) that line coordinates.
- A kind of 7. building pile foundation anti-deflection device according to claim 6, it is characterised in that：The screw mandrel (271) is arranged with Match somebody with somebody with screw mandrel (271) screw thread and merge the lock tube (28) for contradicting sleeve (272) end.
- A kind of 8. building pile foundation anti-deflection device according to claim 7, it is characterised in that：It is fixed with the lock tube (28) It is symmetrical arranged the swingle (29) of rotation lock tube (28).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720794989.7U CN207079613U (en) | 2017-07-03 | 2017-07-03 | A kind of building pile foundation anti-deflection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720794989.7U CN207079613U (en) | 2017-07-03 | 2017-07-03 | A kind of building pile foundation anti-deflection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207079613U true CN207079613U (en) | 2018-03-09 |
Family
ID=61426374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720794989.7U Expired - Fee Related CN207079613U (en) | 2017-07-03 | 2017-07-03 | A kind of building pile foundation anti-deflection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207079613U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109333216A (en) * | 2018-10-24 | 2019-02-15 | 中船黄埔文冲船舶有限公司 | A kind of grinding device |
-
2017
- 2017-07-03 CN CN201720794989.7U patent/CN207079613U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109333216A (en) * | 2018-10-24 | 2019-02-15 | 中船黄埔文冲船舶有限公司 | A kind of grinding device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205296874U (en) | Information -based construction monitor positioning device of stake integration | |
| CN211113673U (en) | Deep foundation pit slope supporting structure | |
| CN204002822U (en) | A kind of push pipe pipe curtain construction equipment | |
| CN110004914A (en) | One kind can pressure control delamination pour slurry formula mini-valve tube and grouting method | |
| CN207079613U (en) | A kind of building pile foundation anti-deflection device | |
| CN108589775A (en) | Prevent the construction method that underground pipe gallery generates relative settlement | |
| CN108914999A (en) | Structure is repaired in correction for tilting pile foundation | |
| CN102605773A (en) | Construction method of slip-casting expanded-base cast-in-situ bored pile and extruding-extending device thereof | |
| CN107587513A (en) | A kind of pile defect handling method of foundation pit supporting pile | |
| CN111005412A (en) | Centering device, structure and installation method for pile foundation reinforcement cage installation | |
| CN207905481U (en) | A kind of spiral ground pile fence | |
| CN201520977U (en) | Drilling bored pile underwater pouring concrete pile top elevation controller | |
| CN206346224U (en) | A kind of modular splicing punching block suspension device | |
| CN111678505A (en) | Freely-adjustable cantilever arm for contact measurement and operation method thereof | |
| CN206319347U (en) | A kind of steel pipe reinforces piling strtucture | |
| CN217580080U (en) | Drilling and grouting drilling tool for compaction grouting dry construction | |
| CN208545780U (en) | Surface subsidence compensation device | |
| CN212206080U (en) | Freely-adjusted cantilever arm for contact measurement | |
| CN202543908U (en) | Extruding and enlarging device of slip casting enlarged cast-in-situ bored pile | |
| CN215829625U (en) | Node that strength nature concrete column and girder steel are connected | |
| CN206625584U (en) | It is located at the lattice column accurate positioning device of existing below ground for designing capital | |
| CN215252128U (en) | Paving and leveling device for road cement stabilized base layer | |
| CN212154180U (en) | Civil engineering is with prepositioning pay-off | |
| CN211596864U (en) | Centering device and centering structure for installing pile foundation reinforcement cage | |
| CN208040424U (en) | A kind of anchor structure |
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: 20180309 Termination date: 20190703 |