CN108914999A - Structure is repaired in correction for tilting pile foundation - Google Patents
Structure is repaired in correction for tilting pile foundation Download PDFInfo
- Publication number
- CN108914999A CN108914999A CN201810850247.0A CN201810850247A CN108914999A CN 108914999 A CN108914999 A CN 108914999A CN 201810850247 A CN201810850247 A CN 201810850247A CN 108914999 A CN108914999 A CN 108914999A
- Authority
- CN
- China
- Prior art keywords
- plate
- pile foundation
- positioning
- repaired
- balance
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
-
- 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
- E02D5/64—Repairing piles
Landscapes
- 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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Structure is repaired in the correction that the invention discloses a kind of for tilting pile foundation, it applies and repairs field in pile foundation, it solves pile foundation and repairs technical problem complicated for operation, its key points of the technical solution are that structure is repaired in a kind of correction for tilting pile foundation, including positioning device, the positioning device includes two side positioning plates that preposition positioning plate and preposition positioning plate are slidably connected, and retaining mechanism is equipped between two side positioning plates and preposition positioning plate；The side of the positioning device is connected with straightening device, and the straightening device includes the hydraulic jack connecting with preposition positioning plate, and the hydraulic jack includes cylinder body and telescopic putter, is connected with push plate in the telescopic putter；The push plate is equipped with the drainage trough for slurry stream backwards to the side of telescopic putter；What is had has the technical effect that the repair of pile foundation for operators is simple to operation.
Description
Technical field
It is the present invention relates to piling strtucture recovery technique field, in particular to a kind of for tilting the correction reparation knot of pile foundation
Structure.
Background technique
Due to complex geologic conditions or because construction machinery disturbs, causes excavation slope soil to squeeze into foundation pit, be easy to make
At pile incline.Must not be without large area piling if without processing for the pile foundation of deflection, some engineerings are due to by existing
Spacing is closer between the limitation and each pile foundation of field construction site, a wide range of more difficult implementation of piling, it is therefore desirable to carry out pile foundation correction
It reinforces.
Publication No. CN103243745A's《The method for correcting error of prestressed concrete pipe pile pile foundation》It is drawn using large-scale digging machine
Dynamic tubular pole simultaneously pushes tubular pole using jack returning in hole, so that tubular pole revert to design stake position；It is strong that horizontal loading is utilized
Row, which is drawn, just, when horizontal loading is excessive easily causes pile body impaired, and the counter-force point of horizontal loading is limited by field condition, and pile foundation resets
Apply great thrust in the process all and be and feels by construction personnel, and《The method for correcting error of prestressed concrete pipe pile pile foundation》It needs
Large-scale digging machine is used, some small foundation pits can not park large-scale digging machine, or even the movement of large-scale digging machine may make not having originally
The pile foundation of deflection glances off, and causes the inconvenience of practice of construction.
Summary of the invention
Structure is repaired in the correction that the object of the present invention is to provide a kind of for tilting pile foundation, its advantage is that the operation of the correction
Apparatus simple structure, convenient for operation.
Above-mentioned technical purpose of the invention technical scheme is that：It is a kind of for tilting entangling for pile foundation
Structure, including positioning device are repaired partially, and the positioning device includes two that preposition positioning plate and preposition positioning plate are slidably connected
Side positioning plate is equipped with retaining mechanism between two side positioning plates and preposition positioning plate；
The side of the positioning device is connected with straightening device, and the straightening device includes hydraulic thousand connect with preposition positioning plate
Jin top, the hydraulic jack includes cylinder body and telescopic putter, is connected with push plate in the telescopic putter；
The push plate is equipped with the drainage trough for slurry stream backwards to the side of telescopic putter.
Through the above technical solutions, when solving the problems, such as pile foundation inclination, using the adjacent vertical pile foundation in pile foundation inclination direction as base
Preposition positioning plate is contradicted and is ajusted with vertical pile foundation by standard, receives two side positioning plates from two sides of pile foundation to center after ajusting
Hold together, so that two side positioning plates position pile foundation close to pile foundation, and the cylinder body top of hydraulic jack is made to be in pile foundation by center
Position, hydraulic jack drive push plate mobile by telescopic putter, and push plate pushes inclined pile foundation, and pile foundation gradually resets, this is entangled
During partially, pile foundation domestic demand imports filled therewith gap, and compacting foundation can assign water pipe, water pipe in the drainage trough in push plate
Slurry is poured into the bottom side of inclination pile foundation；Using the structure, the force on the one hand realizing pile foundation correction is pushed, and on the other hand may be used
Slurry is poured into real time, and the gap of bored pile substrate side increases the stability after pile foundation correction is repaired, for operators stake
The repair of base is simple to operation.
The present invention is further arranged to：Drainage tube is embedded in the drainage trough, the both ends of the drainage tube each extend over
The two sides of push plate out, the one end of drainage tube upward are connected with fast connector, and drainage tube one end directed downwardly is connected with several points
Flow tube.
Through the above technical solutions, in drainage trough mountable hard drainage tube, one end of drainage tube i.e. its upward one
The conveniently accessible pipeline of fast connector being connected with is held, after connection is more convenient, and drainage tube one end directed downwardly forms isocon,
It can be poured from bottom side of multiple angles to pile foundation, pouring area more greatly more evenly, enables to the gap of pile foundation bottom side
Filling effect is more preferable.
The present invention is further arranged to：The preposition positioning plate offers the cunning for the sliding of side positioning plate along its length
Dynamic slot, the retaining mechanism includes the latch segment being slidably connected in sliding groove, and the side positioning plate is equipped with and latch segment screw thread
The clamping screw of cooperation.
Through the above technical solutions, side positioning plate can be slided along sliding groove, adjust to suitable position, turn locking screw
Bolt, clamping screw further with latch segment distance, i.e., clamping screw compresses side positioning plate, so that side positioning plate and preposition positioning plate phase
To fixation.
The present invention is further arranged to：The two sides of the push plate are rotatably connected to clamping plate, on one of them described clamping plate
It it is hinged with positioning screw, has been threadedly engaged rotating block on the positioning screw, another clamping plate is equipped with and is clamped for rotating block
Limited block.
Through the above technical solutions, the clamping plate of push plate two sides clamps inclined pile foundation, and pass through positioning screw and rotation
Further locking is realized in the cooperation of motion block, to lock inclined pile foundation, the mode of the locking enables to hydraulic jack
When pushing inclination pile foundation, pile foundation is resetted with the thrust direction of hydraulic jack, the offset without generating other directions easily,
Reach preferably to neutrality, the position stabilization of the point of application is less for the damage of pile foundation, and repairing effect is more preferable.
The present invention is further arranged to：The bottom side of the push plate is rotatably connected to vertical balance plate, the vertical balance plate
It is equipped with the horizontal equilibrium plate vertical with vertical balance plate towards the side of hydraulic jack, the horizontal equilibrium plate is equipped with first
Liquid capsule is balanced, first equilibrium liquid is intracapsular to have liquid bubble.
Through the above technical solutions, the vertical balance plate of push plate bottom side rotation connection is rotatably contradicted to the side wall of pile foundation,
If the position of pile foundation has been ajusted, when the side wall of vertical balance plate and pile foundation contradicts, the upper surface of horizontal equilibrium plate be should be at
The liquid bubble of horizontal plane, corresponding first balance liquid capsule is also at the position at center；If the position of pile foundation is also in deflection
Position, then when vertical balance plate is bonded with pile foundation side wall, horizontal equilibrium plate is in obliquity, the liquid gas in horizontal equilibrium plate
Bubble is also amesiality, realizes detection simple, intuitive by this way.
The present invention is further arranged to：The vertical balance plate is equipped with the second balance liquid capsule, the second balance liquid capsule
It is interior to have liquid bubble.
Through the above technical solutions, the integral level degree of the first balance liquid capsule detectable level balance plate, and the second balance
Liquid capsule can test the situation of ajusting of vertical balance plate, i.e. hydraulic jack ajusts situation.
The present invention is further arranged to：The vertical balance plate slidably connects interior push away backwards to the side of hydraulic jack
Block is connected with the ranging rod across vertical balance plate on the interior pushing block, indicates scale on the ranging rod.
Through the above technical solutions, similarly ranging rod, which also can be used, carrys out testing level degree, concrete operations are that rotation is vertical
Balance plate makes first on vertical balance plate to balance the position that liquid capsule is in center first, next protects the first balance liquid capsule
The state is held, ranging rod is pushed, so that interior pushing block opposed vertical balance plate stretches out, interior pushing block is contradicted to pile foundation side wall, surveyed at this time
The horizontal-shift size of the plan-position can be measured away from bar, if first balance liquid capsule be in center when and ranging rod distance measurement value
It is zero, then represents pile foundation position and have corrected that.
The present invention is further arranged to：The vertical balance plate is equipped with the intrusion slot for the insertion of interior pushing block, described embedded
The groove depth of slot is greater than or equal to the thickness of interior pushing block；It is described when the outer wall of the interior pushing block is coplanar with the outer wall of vertical balance plate
The mark position of ranging rod is in zero graduation.
Through the above technical solutions, the surface of vertical balance plate is more smooth, energy when interior pushing block is completely embedded into intrusion slot
Enough reduce the case where gravel is mixed into intrusion slot.
The present invention is further arranged to：The guide rod parallel with ranging rod, the guide rod are connected on the interior pushing block
Across vertical balance plate；The vertical balance plate is equipped with the elastic construction for driving interior pushing block to enter intrusion slot.
Through the above technical solutions, the sliding of interior pushing block is relatively stable using the guiding role of guide rod, interior pushing block is not easy
Offset, after in addition pushing ranging rod, elastic construction can drive interior pushing block to reset, and be not necessarily to hand-reset, operate more convenient.
The present invention is further arranged to：Fishbolt is equipped between two side positioning plates, is matched with fishbolt screw thread
The binding nut of conjunction.
Through the above technical solutions, two side positioning plates can further clamp stake by fishbolt and binding nut
Base improves the clamping force and stability of side positioning plate.
In conclusion the invention has the advantages that：1, multiple functions are integrated, preposition positioning plate and side positioning are utilized
Board clamping pile foundation realizes gradually ajusting for inclination pile foundation using jack, realizes pile foundation bottom side slurry using drainage trough
It fills up in time；2, can a various ways real-time detection corresponding tilt pile foundation gradient.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for the inclined direction that the present embodiment embodies inclination pile foundation；
Fig. 2 is the attachment structure schematic diagram that the present embodiment embodies positioning device and straightening device；
Fig. 3 is the structural schematic diagram that the present embodiment embodies positioning device；
Fig. 4 is enlarged drawing at A in Fig. 3；
Fig. 5 is the structural schematic diagram that the present embodiment embodies horizontal equilibrium plate；
Fig. 6 is enlarged drawing at B in Fig. 5；
Fig. 7 is the structural schematic diagram that the present embodiment embodies drainage tube.
Appended drawing reference：1, pile foundation；2, positioning device；21, preposition positioning plate；211, sliding groove；22, side positioning plate；221,
Fishbolt；222, binding nut；23, retaining mechanism；231, latch segment；232, clamping screw；3, straightening device；31, hydraulic
Jack；311, cylinder body；312, telescopic putter；4, push plate；41, drainage trough；42, drainage tube；421, fast connector；422, divide
Flow tube；5, clamping plate；51, positioning screw；52, rotating block；53, limited block；6, vertical balance plate；61, the second balance liquid capsule；62,
Intrusion slot；7, horizontal equilibrium plate；71, the first balance liquid capsule；8, interior pushing block；81, ranging rod；82, guide rod；821, spring.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment：With reference to Fig. 1, a kind of correction reparation structure for tilting pile foundation, including positioning device 2 and positioning are filled
Set 2 straightening devices 3 being connected, what inclination pile foundation 1 was realized in positioning device 2 and the cooperation of straightening device 3 ajusts repair.
With reference to Fig. 2, positioning device 2 includes preposition positioning plate 21, and the two sides of preposition positioning plate 21 slidably connect side positioning
Plate 22, two side positioning plates 22 can clamp pile foundation 1 by sliding.Retaining mechanism 23 is equipped on two side positioning plates 22.Such as Fig. 3
And Fig. 4, retaining mechanism 23 include latch segment 231 and clamping screw 232, offer sliding groove 211 on preposition positioning plate 21, the cunning
The dynamic T-shaped structure of slot 211, sliding groove 211 are embedded in and slide for latch segment 231, and latch segment 231 is preferably nut structure,
Its width is equal with sliding groove 211 therefore only can not slidably roll in 211 internal locking block 231 of sliding groove；Clamping screw 232 is worn
The one block of side plate and latch segment 231 for crossing 22 side of side positioning plate cooperate, when clamping screw 232 passes through the side plate, clamping screw 232
Bolt head be connected on the outer wall of side plate, therefore turn clamping screw 232 can clamp the position of side positioning plate 22.Two sides
Positioning plate 22 is all made of which locking.
With continued reference to Fig. 3, it is equipped with fishbolt 221 and binding nut 222 between two side positioning plates 22, by clamping spiral shell
The cooperation of bolt 221 and binding nut 222 can further lock the position of two side positioning plates 22.
With reference to Fig. 5 and Fig. 7, straightening device 3 includes hydraulic jack 31, and hydraulic jack 31 includes cylinder body 311 and stretches
Push rod 312, cylinder body 311 are connect with preposition positioning plate 21, and telescopic putter 312 is connected with push plate 4.The two sides of the push plate 4 company of rotation
It is connected to clamping plate 5, positioning screw 51 is hinged on one of clamping plate 5, rotating block 52 has been threadedly engaged on positioning screw 51, it is another
A clamping plate 5 is equipped with limited block 53, has bayonet on limited block 53；When specific operation, when push plate 4 contacts at 1 side wall of pile foundation,
Two clamping plates 5 are stirred, so that clamping plate 5 is contacted with the another two side wall of pile foundation 1, positioning screw 51 are rotated further by, so that positioning screw
51 are stuck on the bayonet of limited block 53, and finally rotating rotating block 52 can be completed locking, and the offset of inclination pile foundation 1 is checked after locking
Situation, appropriate adjustment improve 4 side of promotion of push plate so that the center of push plate 4 and the center line of inclination pile foundation 1 are substantially flush
To accuracy.
With reference to Fig. 7, it is provided with drainage trough 41 in push plate 4, drainage tube 42 is embedded in drainage trough 41, drainage tube 42 can be used
Rigid tubing, the both ends of drainage tube 42 each extend over out push plate 4, and wherein the one end of drainage tube 42 upward is connected with fast connector
421, fast connector 421 can connect flexible hose, and the one end directed downwardly of drainage tube 42 is connected with several isocons 422, isocon
422 nozzle is towards the bottom side of pile foundation 1.When specific operation, fast connector 421 is connected with water pipe or other flexible pipes, it can be
Slurry is passed through in drainage tube 42, slurry fills up the ground gap generated during ajusting after being passed through, thus compacting foundation
Neighbouring soil promotes the stability after pile foundation 1 is repaired.
With reference to Fig. 5 and Fig. 6, the bottom side of push plate 4 is rotatably connected to vertical balance plate 6, and the bottom side of vertical balance plate 6 vertically connects
It is connected to horizontal equilibrium plate 7.Horizontal equilibrium plate 7 is equipped with the first balance liquid capsule 71, and vertical balance plate 6 is equipped with the second balance liquid capsule
61, the first balance liquid capsule 71 and second balances inside liquid capsule 61 with liquid and bubble.In use, vertical balance plate 6 can
It rotates and contradicts to the side wall of pile foundation 1, if 1 position of pile foundation of primary dip has been ajusted, the side wall of vertical balance plate 6 and pile foundation 1
When conflict, the upper surface of horizontal equilibrium plate 7 should be at horizontal plane, and the liquid bubble of corresponding first balance liquid capsule 71 is also located
In the position at center；It is horizontal when vertical balance plate 6 is bonded with 1 side wall of pile foundation if the position of pile foundation 1 is also in deflected position
Balance plate 7 is in obliquity, and the liquid bubble in horizontal equilibrium plate 7 is also amesiality, and second balances liquid capsule 61 similarly, with this
The inclination conditions that would know that current pile foundation 1 can be tested, are observed convenient for operator.
With reference to Fig. 6 and Fig. 7, horizontal equilibrium plate 7 is equipped with intrusion slot 62, slidably connects interior pushing block 8 in intrusion slot 62, interior
The groove depth of caulking groove 62 is greater than or equal to the thickness of interior pushing block 8；Ranging rod 81 and guide rod 82, ranging are connected on interior pushing block 8
The side that bar 81 stretches out horizontal equilibrium plate 7 indicates scale, and the side that guide rod 82 stretches out horizontal equilibrium plate 7 is socketed with spring 821,
The spring 821 resets interior pushing block 8.When the outer wall of interior pushing block 8 and the outer wall of vertical balance plate 6（Towards the side table of pile foundation 1
Face）When coplanar, the mark position of ranging rod 81 is in zero graduation.In use, horizontal equilibrium plate 7 is adjusted first, so that first is flat
The bubble of weighing apparatus liquid capsule 71 is in center, maintains the first balance liquid capsule 71 to be in the state, ranging rod 81 is pushed, so that interior push away
8 opposed vertical balance plate 6 of block stretches out, and interior pushing block 8 is contradicted to the side wall of primary dip pile foundation 1, and ranging rod 81 can measure level at this time
The horizontal-shift size of plan-position locating for balance plate 7, if when the first balance liquid capsule 71 is in center and ranging rod 81
When distance measurement value is zero, then represents 1 position of pile foundation and ajusted.Two ways combines and improves test accuracy.
Operating procedure summary：Hydraulic jack 31 is placed near inclination pile foundation 1, on the basis of the pile foundation 1 adjacent by its,
By preposition positioning plate 21 and two 22 sets of side positioning plate in 1 outside of benchmark pile foundation；After completing Primary Location, then operate hydraulic thousand
Jin top 31 rotates the clamping plate 5 of 4 two sides of push plate, so that push plate 4, clamping plate 5 so that push plate 4 is contradicted to the side wall of primary dip pile foundation 1
Primary dip pile foundation 1 is coated, positioning screw 51 is recycled and locks primary dip pile foundation 1 with limited block 53.At this point, by quickly connecting
First 421 connection hose, prepares grouting raw material.Hydraulic jack 31 is manipulated, so that push plate 4 pushes pile foundation 1 gradually to ajust, and is being put
It is passed through slurry during just and realizes ground joint filling.In order to understand the specific reparation progress of 1 repair process pile foundation 1 of pile foundation, then may be used
Using the second balance liquid capsule 61 on the first balance liquid capsule 71 of horizontal equilibrium plate 7, vertical balance plate 6, observation bubble tilts position
It sets, understands and repair situation, while ranging rod 81 can also be cooperated, understand the deflection distance of pile foundation.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (10)
1. structure is repaired in a kind of correction for tilting pile foundation, which is characterized in that including positioning device (2), the positioning device
It (2) include preposition positioning plate (21) and two side positioning plates (22) that preposition positioning plate (21) are slidably connected, two sides are fixed
Retaining mechanism (23) are equipped between position plate (22) and preposition positioning plate (21)；
The side of the positioning device (2) is connected with straightening device (3), and the straightening device (3) includes and preposition positioning plate
(21) hydraulic jack (31) connected, the hydraulic jack (31) include cylinder body (311) and telescopic putter (312), described
Push plate (4) are connected in telescopic putter (312)；
The push plate (4) is equipped with the drainage trough (41) for slurry stream backwards to the side of telescopic putter (312).
2. structure is repaired in the correction according to claim 1 for tilting pile foundation, which is characterized in that the drainage trough (41)
It is inside embedded with drainage tube (42), the both ends of the drainage tube (42) each extend over out the two sides of push plate (4), and drainage tube (42) is upward
One end be connected with fast connector (421), drainage tube (42) one end directed downwardly is connected with several isocons (422).
3. structure is repaired in the correction according to claim 1 for tilting pile foundation, which is characterized in that the preposition positioning plate
(21) sliding groove (211) for side positioning plate (22) sliding is offered along its length, and the retaining mechanism (23) includes sliding
The latch segment (231) being slidably connected in dynamic slot (211), the side positioning plate (22) are equipped with and are threadedly engaged with latch segment (231)
Clamping screw (232).
4. structure is repaired in the correction according to claim 1 for tilting pile foundation, which is characterized in that the push plate (4)
Two sides are rotatably connected to clamping plate (5), are hinged with positioning screw (51), the positioning screw on one of them described clamping plate (5)
(51) rotating block (52) have been threadedly engaged on, another clamping plate (5) is equipped with the limited block (53) being clamped for rotating block (52).
5. structure is repaired in the correction according to claim 4 for tilting pile foundation, which is characterized in that the push plate (4)
Bottom side is rotatably connected to vertical balance plate (6), and the vertical balance plate (6) is equipped with and erects towards the side of hydraulic jack (31)
The straight vertical horizontal equilibrium plate (7) of balance plate (6), the horizontal equilibrium plate (7) are equipped with the first balance liquid capsule (71), and described the
Liquid bubble is had in one balance liquid capsule (71).
6. structure is repaired in the correction according to claim 5 for tilting pile foundation, which is characterized in that the vertical balance plate
(6) it is equipped with the second balance liquid capsule (61), has liquid bubble in second balance liquid capsule (61).
7. structure is repaired in the correction according to claim 6 for tilting pile foundation, which is characterized in that the vertical balance plate
(6) side backwards to hydraulic jack (31) slidably connects interior pushing block (8), is connected on the interior pushing block (8) across vertical
The ranging rod (81) of balance plate (6) indicates scale on the ranging rod (81).
8. structure is repaired in the correction according to claim 7 for tilting pile foundation, which is characterized in that the vertical balance plate
(6) it is equipped with the intrusion slot (62) for interior pushing block (8) insertion, the groove depth of the intrusion slot (62) is greater than or equal to interior pushing block (8)
Thickness；When the outer wall of the interior pushing block (8) is coplanar with the outer wall of vertical balance plate (6), the marker bit of the ranging rod (81)
It sets in zero graduation.
9. structure is repaired in the correction according to claim 8 for tilting pile foundation, which is characterized in that the interior pushing block (8)
On be connected with the guide rod parallel with ranging rod (81) (82), the guide rod (82) pass through vertical balance plate (6)；It is described vertical
Balance plate (6) is equipped with the elastic construction for driving interior pushing block (8) to enter intrusion slot (62).
10. structure is repaired in the correction according to claim 2 for tilting pile foundation, which is characterized in that two sides are fixed
The binding nut (222) for being equipped with fishbolt (221) between position plate (22), being threadedly engaged with fishbolt (221).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810850247.0A CN108914999B (en) | 2018-07-28 | 2018-07-28 | Deviation rectifying and repairing structure for inclined pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810850247.0A CN108914999B (en) | 2018-07-28 | 2018-07-28 | Deviation rectifying and repairing structure for inclined pile foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108914999A true CN108914999A (en) | 2018-11-30 |
| CN108914999B CN108914999B (en) | 2020-07-24 |
Family
ID=64417595
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810850247.0A Active CN108914999B (en) | 2018-07-28 | 2018-07-28 | Deviation rectifying and repairing structure for inclined pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108914999B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629848A (en) * | 2019-01-10 | 2019-04-16 | 江苏工程职业技术学院 | A kind of quantitative deviation correcting device of building |
| CN109736370A (en) * | 2019-01-24 | 2019-05-10 | 温州弘大市政园林建设有限公司 | A kind of building Anti-inclining equipment |
| CN109736368A (en) * | 2019-01-07 | 2019-05-10 | 南通理工学院 | Building translation quantitative deviation correction device and use method thereof |
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
| CN113006169A (en) * | 2021-02-25 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Device for rectifying and reinforcing pile foundation of precast pile of factory building |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6659692B1 (en) * | 2002-07-22 | 2003-12-09 | Donald May | Apparatus and method for supporting a structure with a pier and helix |
| CN103410182A (en) * | 2013-08-22 | 2013-11-27 | 天津大学 | Unilateral pile foundation unloading horizontal top-level pull deviation rectifying and broken pile reinforcement construction method |
| CN104202686A (en) * | 2014-09-17 | 2014-12-10 | 成都开能科技发展有限公司 | Outdoor AP (access point) anti-rotating arrangement device |
| CN204491613U (en) * | 2015-03-19 | 2015-07-22 | 江苏建院营造有限公司 | A kind of steel post deviation correcting device |
| CN107702632A (en) * | 2017-08-28 | 2018-02-16 | 广东星光传动股份有限公司 | The method of testing and system of perpendicularity between a kind of two planes |
| CN207160088U (en) * | 2017-07-07 | 2018-03-30 | 河南省第二建设集团有限公司 | One kind occlusion pile driving construction deviation correcting device |
-
2018
- 2018-07-28 CN CN201810850247.0A patent/CN108914999B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6659692B1 (en) * | 2002-07-22 | 2003-12-09 | Donald May | Apparatus and method for supporting a structure with a pier and helix |
| CN103410182A (en) * | 2013-08-22 | 2013-11-27 | 天津大学 | Unilateral pile foundation unloading horizontal top-level pull deviation rectifying and broken pile reinforcement construction method |
| CN104202686A (en) * | 2014-09-17 | 2014-12-10 | 成都开能科技发展有限公司 | Outdoor AP (access point) anti-rotating arrangement device |
| CN204491613U (en) * | 2015-03-19 | 2015-07-22 | 江苏建院营造有限公司 | A kind of steel post deviation correcting device |
| CN207160088U (en) * | 2017-07-07 | 2018-03-30 | 河南省第二建设集团有限公司 | One kind occlusion pile driving construction deviation correcting device |
| CN107702632A (en) * | 2017-08-28 | 2018-02-16 | 广东星光传动股份有限公司 | The method of testing and system of perpendicularity between a kind of two planes |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736368A (en) * | 2019-01-07 | 2019-05-10 | 南通理工学院 | Building translation quantitative deviation correction device and use method thereof |
| CN109736368B (en) * | 2019-01-07 | 2020-10-27 | 南通理工学院 | Building translation quantitative deviation correction device and use method thereof |
| CN109629848A (en) * | 2019-01-10 | 2019-04-16 | 江苏工程职业技术学院 | A kind of quantitative deviation correcting device of building |
| CN109629848B (en) * | 2019-01-10 | 2020-11-24 | 江苏工程职业技术学院 | Quantitative deviation correcting device of building |
| CN109736370A (en) * | 2019-01-24 | 2019-05-10 | 温州弘大市政园林建设有限公司 | A kind of building Anti-inclining equipment |
| CN109736370B (en) * | 2019-01-24 | 2020-09-15 | 温州弘大市政园林建设有限公司 | Anti-tilting equipment for building |
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
| CN113006169A (en) * | 2021-02-25 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Device for rectifying and reinforcing pile foundation of precast pile of factory building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108914999B (en) | 2020-07-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108914999A (en) | Structure is repaired in correction for tilting pile foundation | |
| CN104155229B (en) | Portable device for soil surface in situ vertical permeability experiment | |
| CN204002822U (en) | A kind of push pipe pipe curtain construction equipment | |
| CN105350509A (en) | Filing layered sedimentation monitoring device and method | |
| CN108589775A (en) | Prevent the construction method that underground pipe gallery generates relative settlement | |
| CN109610441A (en) | It is a kind of to use hydraulic vertical adjustment frame inverse method one-column one-pile construction method | |
| CN110374092A (en) | Grout pile end follow-up grouting device and its technique | |
| CN112392049A (en) | Excavation construction method for deep foundation pit in weak stratum | |
| KR101710499B1 (en) | Automatic apparatus for sinking measuring of soft ground | |
| CN106871866A (en) | A kind of excavation face bottom sinking deformation monitoring device and its application method | |
| JPH08120673A (en) | Accurate erection method and equipment for steel frame column under ground surface of reverse construction method | |
| CN109695240A (en) | A kind of full landform static sounding counter-force bracket and installation method | |
| CN214657298U (en) | Linear construction leveling device | |
| KR101202717B1 (en) | Top of dam width measuring equipment and the measuring method | |
| CN212477760U (en) | Pipeline groove supporting construction | |
| CN208899881U (en) | A kind of oblique leveling unit of circle concrete structures | |
| CN212779195U (en) | Foundation pit settlement monitoring device | |
| EP4334531A1 (en) | Pipe laying apparatus | |
| CN209040174U (en) | Pile body fixing device for indoor pile soil model test | |
| CN217325343U (en) | Be used for bored concrete pile to bury underground fast and protect a device | |
| CN201964889U (en) | Forced centering tray of plane control points in shield tunnel | |
| CN207079613U (en) | A kind of building pile foundation anti-deflection device | |
| CN206772279U (en) | A kind of excavation face bottom sinking deformation monitoring device | |
| CN109138010A (en) | Indoor stake soil model test's pile body fixing device | |
| CN214093334U (en) | Slip casting pipe is laid and is used high stability support |
Legal Events
| 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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |